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476, 215, 1240, 1239 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" } ], "model_id": null, "existing_model_url": "../lightweight-bridges/models/viewer.html?model=gahlensche", "existing_model_id": "gahlensche", "status": "已有几何教学重建；未完成实桥力学验证", "reading_status": "所列原页已读；全书仍有5页模糊文字", "question": "只有一侧吊索，桥面为什么没有成为一条容易翻转的悬臂板？", "load_path": "桥面荷载经横向构件传至曲线梁与内侧吊索；吊索汇入主缆，再传到倾斜塔柱和桥面沿线锚固点。主缆和曲梁在三维空间内共同平衡，不能在平面图上只保留一条中心线来解释全部作用。", "activity": "先在俯视图标出两段曲率方向，再把桥面、主缆和吊索分层观察。画出一个桥面小段的重力、吊索力与相邻截面内力；讨论把曲线拉直后，哪些维持平衡的条件必须重新设计。", "dimension_facts": [ "两段圆弧各长66m，平面半径46m。", "截面图给出3m桥面宽和0.89m三角梁高，截面随桥长改变左右分配。", "两根倾斜塔杆位于圆弧内侧，主缆与吊索共同承托桥面；不是直接塔顶扇形斜拉索。", "书中解释塔杆不另设稳定背索：塔脚低于两侧主缆锚点，并采用铰支塔脚。", "圆环梁内侧支承时，上部环向受拉、下部环向受压；该原理支持把实体截面离散为索与杆。" ], "dimension_contract": { "source_facts": { "arc_count": 2, "arc_length_m": 66, "plan_radius_m": 46, "deck_width_m": 3, "section_depth_m": 0.89 }, "teaching_assumptions": { "deck_z_m": 6, "mast_foot_z_m": 0, "mast_tip_z_m": 32, "mast_foot_inward_offset_m": 12, "mast_tip_inward_offset_m": 7, "deck_sheet_depth_m": 0.1, "mast_radius_m": 0.3, "main_cable_radius_m": 0.06, "hanger_radius_m": 0.02, "lower_chord_radius_m": 0.115 }, "scope": "132 m circular-arc core; no approaches", "source_geometry": "two tangent opposite circular arcs", "derived": { "total_arc_length_m": 132, "overall_chord_x_m": 120.9655004701556 }, "cross_section_budget_m": [ 1.5, 1.5 ] }, "assumptions": [ "书图事实：两段圆弧各长 66 m、半径 46 m；桥宽 3 m；截面高 0.89 m；两塔单侧悬挂、塔脚低于主缆锚点、无独立稳定背索。", "教学几何：塔顶 z=32 m、塔脚 z=0 m，桥面 z=6 m；塔脚/塔顶内移 12/7 m。塔位、索径、主缆曲线和吊索分点均为图示近似，非竣工测绘。塔高32 m仅与桥奖文献尺度相符，实际塔轴长度未据此复原。", "主缆用两条下垂二次曲线接至塔顶，吊索连接内侧桥缘；不代表恒载平衡索形。连续下弦管按 0.89 m截面包络与横向偏置简化；板厚、杆径、节点和基础外形为教学假设。", "书内弧长合计 132 m 与桥奖文献总长 130 m 的定义不同，模型按书中圆弧控制，不把两者视为同一测量。栏杆网面、铺装及真实焊缝未复原。" ], "limitations": "环形梁解释是概念模型，不意味着所有曲线桥都会自动抗扭。实际设计还需核定空间刚度、几何非线性与人群动力响应；本次模型不输出实桥索力。", "web_sources": [], "analysis_status": "无实桥定量结果", "real_bridge_replica": false }, { "id": "L02", "registry_id": "igkG876CojRhbWyVPD1c6T-L02", "title": "普福尔茨海姆Enzauen III钢带人行桥", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "用极薄钢带直接承担桥面，使小跨径桥的悬索与加劲构件在形式上合一。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 259, 260 ], "printed_pages": [ 258, 259 ], "figure": "原书项目照片、图纸与原理图；详见逐图图注", "images": [ { "path": "../lightweight-bridges/images/L02_photo_1.jpg", "caption": "Enzauen III钢带桥远景，极小垂度的桥面贴近水面", "page_pdf_1based": 259, "printed_page": 258, "kind": "photo", "width_px": 1641, "height_px": 910, "source_crop_normalized": [ 0.035, 0.123, 0.879, 0.474 ], "source_crop_pixels": [ 68, 319, 1709, 1229 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L02_drawing_1.jpg", "caption": "纵断面及锚固区域，图示50m主跨与67.60m整体尺寸", "page_pdf_1based": 260, "printed_page": 259, "kind": "drawing", "width_px": 702, "height_px": 241, "source_crop_normalized": [ 0.519, 0.109, 0.88, 0.202 ], "source_crop_pixels": [ 1009, 283, 1711, 524 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L02_detail_1.jpg", "caption": "钢带、分缝混凝土桥面板与网状栏杆近景", "page_pdf_1based": 260, "printed_page": 259, "kind": "detail", "width_px": 889, "height_px": 1089, "source_crop_normalized": [ 0.031, 0.054, 0.488, 0.474 ], "source_crop_pixels": [ 60, 140, 949, 1229 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" } ], "model_id": "stress_ribbon", "existing_model_url": "../lightweight-bridges/models/viewer.html?model=enzauen_iii", "existing_model_id": "enzauen_iii", "status": "已有几何教学重建；未完成实桥力学验证", "reading_status": "所列原页已读；全书仍有5页模糊文字", "question": "把钢带的垂度进一步减小，是否就能无代价地让桥更平、更轻？", "load_path": "行人荷载与预制桥面板自重传给纵向钢带，钢带依靠垂度把竖向荷载转为轴向拉力，最终由端部锚固和基础承担。桥面板的连接、局部弯曲与动力效应仍是体系的一部分。", "activity": "在侧视图读出50m跨与0.8m垂度。只对均布荷载、浅垂度的理想索模型使用 H≈qL²/(8f)，保持q和L不变，比较f与f/2；再说明真实钢带的弯曲刚度、板缝和温度为何使这一公式只能用于初步判断。", "dimension_facts": [ "主跨50m，跨中垂度0.80m。", "书载钢板带截面480×40mm。", "桥面由分缝混凝土板压重覆盖钢带；圆弧鞍座控制钢带在桥台处的弯曲应力。", "板缝内氯丁橡胶与网状栏杆的摩擦参与振动耗能。", "书中6%坡度是当时项目设计条件，不能直接用作现行无障碍规范。" ], "dimension_contract": { "source_facts": { "span_m": 50, "sag_m": 0.8, "ribbon_width_m": 0.48, "ribbon_depth_m": 0.04, "ribbon_count": 2 }, "teaching_assumptions": { "deck_width_m": 2.5, "slab_depth_m": 0.12, "ribbon_spacing_m": 1.7, "slab_pitch_m": 1, "joint_gap_m": 0.012, "deck_end_z_m": 2 }, "geometry": "z = 2 - 4 * 0.8 * x * (50-x) / 50^2", "derived": { "sag_span_ratio": 0.016, "end_slope": 0.064 }, "cross_section_budget_m": [ 1.25, 1.25 ] }, "assumptions": [ "书图事实：50 m 主跨、约 0.80 m 垂度、钢带截面 480 × 40 mm；照片可见双钢带，桥面为开缝混凝土预制板。", "教学假设：桥宽 2.5 m、板厚 0.12 m、钢带中心距 1.7 m、预制板节距 1 m、栏杆高 1.05 m；这组尺寸不作为原桥设计数据。", "钢带纵向采用等高支点抛物线，桥面与其平行；仅为几何重建，未按自重或预应力求索形。该抛物线端部斜率 6.4%，书文提及最大 6% 无障碍控制，差异来自简化曲线与约数，不将本模型当作坡度达标验算。", "只重建 50 m 主跨及示意锚固区；书中图示 67.60 m 外包范围的引接与圆弧鞍座未精确复原。橡胶接缝、栏杆网与疲劳细节未复原。" ], "limitations": "H≈qL²/(8f)是明确条件下的理想索近似，不能据此宣称完成钢带桥设计。50m模型只重建书中主要跨段，接近段与全部隐蔽锚固不作竣工复原。", "web_sources": [], "analysis_status": "无实桥定量结果", "real_bridge_replica": false }, { "id": "L03", "registry_id": "igkG876CojRhbWyVPD1c6T-L03", "title": "博斯特尔斜拱与钢带组合人行桥", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "把局部混凝土受压拱放在连续受拉钢带下方，形成拱与悬垂带交替的步行曲线。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 262 ], "printed_pages": [ 261 ], "figure": "原书项目照片、图纸与原理图；详见逐图图注", "images": [ { "path": "../lightweight-bridges/images/L03_photo_1.jpg", "caption": "Börstel桥：斜置混凝土拱承托连续应力带的整体侧景", "page_pdf_1based": 262, "printed_page": 261, "kind": "photo", "width_px": 1746, "height_px": 869, "source_crop_normalized": [ 0.035, 0.139, 0.933, 0.474 ], "source_crop_pixels": [ 68, 360, 1814, 1229 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" } ], "model_id": "hybrid_arch", "existing_model_url": "../lightweight-bridges/models/viewer.html?model=boerstel", "existing_model_id": "boerstel", "status": "已有几何教学重建；未完成实桥力学验证", "reading_status": "所列原页已读；全书仍有5页模糊文字", "question": "25m与35m两侧钢带不对称，拱顶的合力还会只沿竖直方向吗？", "load_path": "桥面板把荷载传给两根连续钢带，钢带在两岸桥台锚固，中间贴合斜拱的支承区后继续向另一岸延伸；斜拱和基础承担钢带接触传来的合力与自身荷载。并列比较拱脚、拱上接触区和桥台的受力。", "activity": "在整体模型中隐藏桥面，保留钢带和斜拱。画出拱上支承区左右张力的矢量合成；分别讨论只在短侧、只在长侧加载时需要检验哪些稳定和变形问题。", "dimension_facts": [ "书中给出20m混凝土拱跨越小河。", "两侧钢带伸出长度分别25m与35m。", "预制混凝土板铺于金属钢带上，钢带贴合圆拱后向两岸延伸。", "为2000年Bad Oeynhausen/Löhne州园艺展建设。" ], "dimension_contract": { "source_facts": { "overall_project_length_m": 96, "core_segments_m": [ 25, 20, 35 ], "deck_width_m": 3.5, "ribbon_count": 2, "ribbon_width_m": 0.4, "ribbon_depth_m": 0.05, "concrete_slab_depth_m": 0.12 }, "teaching_assumptions": { "arch_rise_m": 3.3, "arch_springing_top_z_m": 0.45, "arch_width_m": 4.4, "arch_depth_m": 0.45, "arch_transverse_rake_dy_dz": 0.25, "ribbon_spacing_m": 2.2, "left_sag_m": 0.65, "right_sag_m": 0.8, "slab_pitch_m": 1 }, "model_scope_length_m": 80, "excluded_approach_length_m": 16, "cross_section_budget_m": [ 1.75, 1.75 ] }, "assumptions": [ "来源事实：sbp 给出工程总长 96 m、主体分段 25–20–35 m、桥宽 3.5 m、双钢带 400 × 50 mm、混凝土板厚 12 cm。书图确证混凝土斜拱承托连续钢带。", "模型仅包含 80 m 主体；96 m 总长中其余 16 m 未获得可用分解尺寸，不添加虚构引桥。", "拱矢高 3.3 m、横向倾斜系数 0.25、拱板宽 4.4 m / 厚 0.45 m、桥面高程、侧跨垂度 0.65/0.80 m 均是教学假设。斜拱具体倾角与线形尚缺施工图，模型只解释拱托钢带的空间关系。", "连续钢带曲线由三段函数构成；拱顶短承托块用于清楚交代几何接触，不代表实桥支座型式。桥面分板节距 1 m、栏杆、基础、节点均作简化；未做平衡索形与受力验算。" ], "limitations": "官网总长96m与25+20+35m的主要跨越区是不同口径。本次重建80m主要结构区，不把它称为96m全桥精确模型。斜拱角度、矢高等缺图尺寸在模型中逐项注明假设。", "web_sources": [ { "title": "sbp · Börstel Bridge（设计方项目页）", "url": "https://www.sbp.de/en/project/boerstel-bridge/" } ], "analysis_status": "无实桥定量结果", "real_bridge_replica": false }, { "id": "L04", "registry_id": "igkG876CojRhbWyVPD1c6T-L04", "title": "斯图加特马克斯·埃特湖人行桥", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "用后锚固悬索体系、斜吊索和起伏桥面回应两岸不同地形，并以预制吊装避开河道支架。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 253, 254, 255, 256 ], "printed_pages": [ 252, 253, 254, 255 ], "figure": "原书项目照片、图纸与原理图；详见逐图图注", "images": [ { "path": "../lightweight-bridges/images/L04_photo_1.jpg", "caption": "Max Eyth湖人行桥的主缆、斜吊索与起伏桥面", "page_pdf_1based": 253, "printed_page": 252, "kind": "photo", "width_px": 1757, "height_px": 1099, "source_crop_normalized": [ 0.039, 0.055, 0.943, 0.479 ], "source_crop_pixels": [ 76, 143, 1833, 1242 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L04_drawing_1.jpg", "caption": "平面与立面：两岸曲线路径、114m主跨及双塔布置", "page_pdf_1based": 254, "printed_page": 253, "kind": "drawing", "width_px": 1533, "height_px": 254, "source_crop_normalized": [ 0.078, 0.209, 0.867, 0.307 ], "source_crop_pixels": [ 152, 542, 1685, 796 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L04_construction_1.jpg", "caption": "悬索桥预制桥面单元吊装顺序图", "page_pdf_1based": 256, "printed_page": 255, "kind": "construction", "width_px": 467, "height_px": 462, "source_crop_normalized": [ 0.512, 0.171, 0.752, 0.349 ], "source_crop_pixels": [ 995, 443, 1462, 905 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" } ], "model_id": "suspension_ground", "existing_model_url": null, "existing_model_id": null, "status": "已读来源；原桥三维未建", "reading_status": "所列原页已读；全书仍有5页模糊文字", "question": "如果交换两岸的地形，桥塔与背索布置还能直接照搬吗？", "load_path": "混凝土桥面板经吊索传力至两根主缆，主缆越过塔顶并通过背索连接锚固。塔柱主要承受压力，但其几何、塔顶与基础共同决定空间平衡。", "activity": "用照片和立面图标记山坡、低岸、塔脚与锚点。分别提出保留原布置和交换塔位的方案，只比较传力路径、占地与施工可达性，列出需要进一步调查的地质条件。", "dimension_facts": [ "书载最大跨度114m，塔高24m。", "主桥采用后锚固悬索体系，交叉的斜吊索位于主缆与桥面之间。", "12个每个长8m的混凝土预制单元在岸上制作后逐一吊装。", "书中对比过连续梁与自锚悬索方案，强调通航河道中搭支架不可行。", "Max Eyth跨径：《桥梁结构体系》144m与《轻远》及设计方114m冲突，本轮采用已核114m作来源事实，不取平均。" ], "dimension_contract": null, "assumptions": [ "项目页给出主跨114m、总长约164m、塔高24.5/21.5m、桥面宽3.6m厚0.30m。这些几何事实不能替代塔基高程和完整施工图。" ], "limitations": "项目页给出主跨114m、总长约164m、塔高24.5/21.5m、桥面宽3.6m厚0.30m。这些几何事实不能替代塔基高程和完整施工图。 Max Eyth跨径：《桥梁结构体系》144m与《轻远》及设计方114m冲突，本轮采用已核114m作来源事实，不取平均。", "web_sources": [ { "title": "sbp · Max-Eyth-See（设计方项目页）", "url": "https://www.sbp.de/fr/projet/passerelle-sur-le-lac-max-eyth-see/" } ], "analysis_status": "无实桥定量结果", "real_bridge_replica": false }, { "id": "L05", "registry_id": "igkG876CojRhbWyVPD1c6T-L05", "title": "基尔Hörn三折叠人行桥", "family": "movable", "family_label": "活动桥", "kind": "real_bridge", "summary": "在通行与通航状态之间改变结构几何，将活动机构作为桥梁设计的主要内容。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 263, 264, 265, 266 ], "printed_pages": [ 262, 263, 264, 265 ], "figure": "原书项目照片、图纸与原理图；详见逐图图注", "images": [ { "path": "../lightweight-bridges/images/L05_photo_1.jpg", "caption": "基尔Hörn折叠桥开启状态，三段桥面与门架折叠", "page_pdf_1based": 263, "printed_page": 262, "kind": "photo", "width_px": 1577, "height_px": 1032, "source_crop_normalized": [ 0.066, 0.081, 0.877, 0.479 ], "source_crop_pixels": [ 128, 210, 1705, 1242 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L05_drawing_1.jpg", "caption": "折叠机构的静力状态、初始转动与大角度运动图", "page_pdf_1based": 265, "printed_page": 264, "kind": "drawing", "width_px": 1334, "height_px": 1721, "source_crop_normalized": [ 0.16, 0.09, 0.846, 0.754 ], "source_crop_pixels": [ 311, 233, 1645, 1954 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L05_sequence_1.jpg", "caption": "折叠桥由开启到完全折叠的三个状态照片", "page_pdf_1based": 264, "printed_page": 263, "kind": "sequence", "width_px": 1757, "height_px": 402, "source_crop_normalized": [ 0.037, 0.319, 0.941, 0.474 ], "source_crop_pixels": [ 72, 827, 1829, 1229 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" } ], "model_id": null, "existing_model_url": null, "existing_model_id": null, "status": "已读来源；原桥三维未建", "reading_status": "所列原页已读；全书仍有5页模糊文字", "question": "一座桥开启到一半时，支点和荷载路径发生了什么变化？", "load_path": "闭合时桥面梁格、门架与两侧索共同承担步行荷载；开启过程中，桥面段绕铰转动，门架和缆索随构形改变传力。闭合体系的简图不能直接用于开启状态。", "activity": "给原书的开启序列逐帧编号，标出固定基础、桥面铰、门架底铰与索路。分别画闭合、半开、全开三张机构图，区分承重构件、运动约束与驱动部件。", "dimension_facts": [ "书载连接栈桥总长120m。", "正文称可折叠区跨度26m、桥面宽5m；侧栏概况另写25m，存在书内取整差异。", "桥面在三分点附近设置铰，可形成三段折叠。", "折叠驱动通过缆索与门架协同，书载完整开启或关闭约2分钟。", "收拢后的桥面迎风面积减少，是活动状态设计需一起处理的条件。" ], "dimension_contract": null, "assumptions": [ "原书正文活动段26m、侧栏25m，官网采用26m；书载连接栈桥总长120m，官网全长105m。二者范围差异尚未闭合，保留各自来源，不混成同一精确尺寸。本轮提供实图与机构图解，未验证完整机械运动。" ], "limitations": "原书正文活动段26m、侧栏25m，官网采用26m；书载连接栈桥总长120m，官网全长105m。二者范围差异尚未闭合，保留各自来源，不混成同一精确尺寸。本轮提供实图与机构图解，未验证完整机械运动。", "web_sources": [ { "title": "sbp · Three-Segment Folding Bridge Kieler Hörn", "url": "https://www.sbp.de/en/project/three-segment-folding-bridge-kieler-hoern/" } ], "analysis_status": "无实桥定量结果", "real_bridge_replica": false }, { "id": "L06", "registry_id": "igkG876CojRhbWyVPD1c6T-L06", "title": "杜伊斯堡内港弓背升降人行桥", "family": "movable", "family_label": "活动桥", "kind": "real_bridge", "summary": "通过小幅改变锚索长度与塔顶位置，使铰接桥面由低矢度变成高拱，释放通航净空。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 267, 268, 269 ], "printed_pages": [ 266, 267, 268 ], "figure": "原书项目照片、图纸与原理图；详见逐图图注", "images": [ { "path": "../lightweight-bridges/images/L06_photo_1.jpg", "caption": "杜伊斯堡弓背桥正常与抬升状态对比", "page_pdf_1based": 267, "printed_page": 266, "kind": "photo", "width_px": 1543, "height_px": 1081, "source_crop_normalized": [ 0.145, 0.054, 0.939, 0.471 ], "source_crop_pixels": [ 282, 140, 1825, 1221 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L06_drawing_1.jpg", "caption": "桥面低、中、高三个位置的端部铰接变形", "page_pdf_1based": 269, "printed_page": 268, "kind": "drawing", "width_px": 418, "height_px": 669, "source_crop_normalized": [ 0.329, 0.081, 0.544, 0.339 ], "source_crop_pixels": [ 640, 210, 1058, 879 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L06_model_1.jpg", "caption": "原书展示的悬索抬升原理实体模型", "page_pdf_1based": 269, "printed_page": 268, "kind": "model", "width_px": 566, "height_px": 295, "source_crop_normalized": [ 0.324, 0.361, 0.615, 0.475 ], "source_crop_pixels": [ 630, 936, 1196, 1231 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" } ], "model_id": null, "existing_model_url": null, "existing_model_id": null, "status": "已读来源；原桥三维未建", "reading_status": "所列原页已读；全书仍有5页模糊文字", "question": "桥面从低拱变成高拱，路径变长，增加的长度从哪里来？", "load_path": "桥面预制板经吊索与主缆悬挂，背索和塔柱形成可调的空间支承。板间铰允许纵向曲率变化，桥台处的附加板段补足上拱后的步道长度。", "activity": "并排观察低位与高位照片，追踪背索、塔顶和桥面中点的位移方向。用一条不可伸长的纸带模拟桥面，说明为什么需要铰接与端部补偿段。", "dimension_facts": [ "书载主跨73m，四根塔杆各高20m、直径42cm。", "桥面最大拱起高度书载9.2m，约5分钟到达最高状态。", "四根背索的液压缸可伸缩最多3m；书举例塔顶水平移动约1.7m可使桥面拱高增加8.1m。", "14个预制混凝土板单元通过钢框、眼杆与铰接连接，形成可变形桥面链。" ], "dimension_contract": null, "assumptions": [ "官方精确跨度73.72m，步道低位长度73.78m，两者不可混写。书中约73m是概数。上拱运动未进行机构或动力求解，暂用书中实图开展分析。" ], "limitations": "官方精确跨度73.72m，步道低位长度73.78m，两者不可混写。书中约73m是概数。上拱运动未进行机构或动力求解，暂用书中实图开展分析。", "web_sources": [ { "title": "sbp · Footbridge over the Inner Harbour Duisburg", "url": "https://www.sbp.de/en/project/footbridge-over-the-inner-harbour-duisburg/" } ], "analysis_status": "无实桥定量结果", "real_bridge_replica": false }, { "id": "L07", "registry_id": "igkG876CojRhbWyVPD1c6T-L07", "title": "凯尔海姆莱茵—美因—多瑙运河曲线人行桥", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "作为圆环梁思想的早期先例，把平面曲率转化为桥面承载机制。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 249 ], "printed_pages": [ 248 ], "figure": "原书项目照片、图纸与原理图；详见逐图图注", "images": [ { "path": "../lightweight-bridges/images/L07_photo_1.jpg", "caption": "Kelheim早期圆环梁桥的曲线混凝土桥面底视", "page_pdf_1based": 249, "printed_page": 248, "kind": "photo", "width_px": 447, "height_px": 306, "source_crop_normalized": [ 0.657, 0.083, 0.887, 0.201 ], "source_crop_pixels": [ 1277, 215, 1724, 521 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L07_photo_2.jpg", "caption": "Kelheim桥面、倾斜塔杆与单侧悬挂体系", "page_pdf_1based": 249, "printed_page": 248, "kind": "photo", "width_px": 447, "height_px": 671, "source_crop_normalized": [ 0.657, 0.219, 0.887, 0.478 ], "source_crop_pixels": [ 1277, 568, 1724, 1239 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" } ], "model_id": null, "existing_model_url": null, "existing_model_id": null, "status": "已读来源；原桥三维未建", "reading_status": "所列原页已读；全书仍有5页模糊文字", "question": "从实心混凝土曲梁改为杆、索与薄板，哪些材料在传力中被保留下来？", "load_path": "桥面重力先由曲线混凝土梁分配，再传给单侧吊索、主缆和支承。内外缘、上下缘的受力并不等价，必须结合截面与曲率方向分析。", "activity": "把原书的整体截面与分解截面原理图放在一起，用两种颜色标记概念上的拉、压路径。再对照L01，说明减去材料后必须补回哪些连接与稳定条件。", "dimension_facts": [ "原书配图标题称其为第一座圆环梁，Kelheim，1987。", "书中说明采用密实预应力混凝土曲梁，并与后续离散钢管—拉索截面作对比。", "本书此处只提供关联照片与原理说明，没有给出可独立复建的完整尺寸。" ], "dimension_contract": null, "assumptions": [ "本书此处以照片和原理图为主，未取得足够尺寸来独立重建此桥。不能把波鸿的半径、宽度或塔位当作Kelheim的项目事实。" ], "limitations": "本书此处以照片和原理图为主，未取得足够尺寸来独立重建此桥。不能把波鸿的半径、宽度或塔位当作Kelheim的项目事实。", "web_sources": [], "analysis_status": "无实桥定量结果", "real_bridge_replica": false }, { "id": "L08", "registry_id": "igkG876CojRhbWyVPD1c6T-L08", "title": "奥伯豪森Ripshorst莱茵—黑尔讷运河人行桥", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "把曲线悬索桥的受力形式上下倒置为受压空间钢拱，使桥面与拱同时在平面弯曲。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 251, 252 ], "printed_pages": [ 250, 251 ], "figure": "原书项目照片、图纸与原理图；详见逐图图注", "images": [ { "path": "../lightweight-bridges/images/L08_photo_1.jpg", "caption": "Oberhausen Ripshorst空间钢拱与弧形桥面的下部视角", "page_pdf_1based": 252, "printed_page": 251, "kind": "photo", "width_px": 1765, "height_px": 1084, "source_crop_normalized": [ 0.041, 0.053, 0.949, 0.471 ], "source_crop_pixels": [ 80, 137, 1845, 1221 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L08_drawing_1.jpg", "caption": "桥面截面、空间钢拱立面及弧形平面", "page_pdf_1based": 252, "printed_page": 251, "kind": "drawing", "width_px": 630, "height_px": 990, "source_crop_normalized": [ 0.43, 0.495, 0.754, 0.877 ], "source_crop_pixels": [ 836, 1283, 1466, 2273 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" }, { "path": "../lightweight-bridges/images/L08_reflection_1.jpg", "caption": "水中倒影将悬索与拱的倒置关系直观呈现", "page_pdf_1based": 252, "printed_page": 251, "kind": "reflection", "width_px": 605, "height_px": 387, "source_crop_normalized": [ 0.101, 0.499, 0.412, 0.648 ], "source_crop_pixels": [ 196, 1293, 801, 1680 ], "source_page_image_pixels": [ 1944, 2592 ], "processing": "从PDF原始扫描图按矩形裁选；未生成、未重绘、未做色调修复", "rights": "原书摘图；仅随本地研究包，公开发布或出版需另行核实授权。" } ], "model_id": null, "existing_model_url": null, "existing_model_id": null, "status": "已读来源；原桥三维未建", "reading_status": "所列原页已读；全书仍有5页模糊文字", "question": "把悬索曲线倒过来得到拱，受力相似是否就意味着设计问题也相同？", "load_path": "弯曲步道经短柱或V形支撑传给桥面下方的空间拱肋，再由拱脚和基础承担竖向力及水平作用。这里是桥面受拱上支撑，不能画成桥面从上方拱肋吊下。", "activity": "分别画一条索和一条拱在同一荷载形式下的概念受力图，然后列出倒置后新增的稳定、面外支撑与初始缺陷问题。对照原书V形支撑辨认它们的空间作用。", "dimension_facts": [ "书载钢拱跨度77m；线图标注76.97m。", "截面图显示桥面宽3m。", "部分区段为居中短柱，部分区段为成对V形支撑；沿桥间隔约3m。", "水中倒影被用来展示拱与悬索的倒置关系。" ], "dimension_contract": null, "assumptions": [ "原书记载钢拱跨77m及约3m的支撑间隔。照片透视不能用于恢复准确拱轴和截面；本轮配齐图证与分析，未列为完成的三维模型。" ], "limitations": "原书记载钢拱跨77m及约3m的支撑间隔。照片透视不能用于恢复准确拱轴和截面；本轮配齐图证与分析，未列为完成的三维模型。", "web_sources": [], "analysis_status": "无实桥定量结果", "real_bridge_replica": false }, { "id": "7MDwTG8a9NgRXDYpdUNWyL:stay-anchor", "title": "斜拉索钢锚箱与混凝土塔传力", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "塔柱一个锚固节段、拉索、钢锚箱、连接件、混凝土壁；采用来源约束的构造示意；结合Bouregreg成套图纸再做有尺寸实例，不从照片猜隐蔽钢筋/焊缝", "source_title": "Bridge Design: Concepts and Analysis", "book_id": "7MDwTG8a9NgRXDYpdUNWyL", "source_url": "https://www.wolai.com/7MDwTG8a9NgRXDYpdUNWyL", "pages": [ 430, 431 ], "figure": "6.149–6.150", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/7MDwTG8a9NgRXDYpdUNWyL/p431.jpg", "caption": "图6.150外置锚固和混凝土塔内钢锚箱照片" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "已读原页；证据截图为原PDF页缩放，非工程图重绘", "question": "索力怎样通过锚箱与连接传入塔壁？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "采用来源约束的构造示意；结合Bouregreg成套图纸再做有尺寸实例，不从照片猜隐蔽钢筋/焊缝" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/7MDwTG8a9NgRXDYpdUNWyL/建模待办.json", "source_scope": "塔柱一个锚固节段、拉索、钢锚箱、连接件、混凝土壁", "real_bridge_replica": false }, { "id": "7MDwTG8a9NgRXDYpdUNWyL:tied-arch", "title": "系杆拱三种吊杆布置", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "桥面横梁、系杆、拱肋、竖直/倾斜/网络吊杆；优先复用Network Arch研究模型；先比较恒载和半跨加载，再讨论松弛及平面外稳定", "source_title": "Bridge Design: Concepts and Analysis", "book_id": "7MDwTG8a9NgRXDYpdUNWyL", "source_url": "https://www.wolai.com/7MDwTG8a9NgRXDYpdUNWyL", "pages": [ 410, 411, 412, 413, 414, 415 ], "figure": "6.122–6.129", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/7MDwTG8a9NgRXDYpdUNWyL/p410.jpg", "caption": "图6.122包含三种构型和传力示意" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "已读原页；证据截图为原PDF页缩放，非工程图重绘", "question": "系杆如何闭合水平推力，不同吊杆对局部加载有何作用？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "优先复用Network Arch研究模型；先比较恒载和半跨加载，再讨论松弛及平面外稳定" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/7MDwTG8a9NgRXDYpdUNWyL/建模待办.json", "source_scope": "桥面横梁、系杆、拱肋、竖直/倾斜/网络吊杆", "real_bridge_replica": false }, { "id": "hegYggsQV47pkEiTa6ipXy-M01", "title": "钢拱悬臂安装与临时扣索", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥/临时构件；补跨径、拱轴、肋截面、扣索节点、吊重及边界。先做明确假定的阶段状态展示，不能称历史效应求解", "source_title": "Bridge Engineering Handbook, Construction and Maintenance (Wai-Fah Chen, Lian Duan).pdf", "book_id": "hegYggsQV47pkEiTa6ipXy", "source_url": "https://www.wolai.com/hegYggsQV47pkEiTa6ipXy", "pages": [ 27 ], "figure": "图1.2–1.3；其余顺序见28–29", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/hegYggsQV47pkEiTa6ipXy/p027.jpg", "caption": "截图保留原照片与顺序关系；不能由照片量取截面" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "该形态的荷载路径、连接和支承怎样闭合？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补跨径、拱轴、肋截面、扣索节点、吊重及边界。先做明确假定的阶段状态展示，不能称历史效应求解" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/hegYggsQV47pkEiTa6ipXy/建模待办.json", "source_scope": "整桥/临时构件", "real_bridge_replica": false }, { "id": "hegYggsQV47pkEiTa6ipXy-M45", "title": "平转桥转动中心与滑移支承", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "局部转盘/滑移支承＋整桥施工位置与成桥位置；画已知运动轴，接触部件随阶段保留；原图只有照片与一般说明，无转盘尺寸/配重/摩擦/牵引力；用明确教学假定，不称实桥复原", "source_title": "Bridge Engineering Handbook, Construction and Maintenance (Wai-Fah Chen, Lian Duan).pdf", "book_id": "hegYggsQV47pkEiTa6ipXy", "source_url": "https://www.wolai.com/hegYggsQV47pkEiTa6ipXy", "pages": [ 627 ], "figure": "图19.54", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/hegYggsQV47pkEiTa6ipXy/p627.jpg", "caption": "原书来源证据；内部使用。图例与正文均已阅读，不凭照片猜设备能力。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "该形态的荷载路径、连接和支承怎样闭合？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "原图只有照片与一般说明，无转盘尺寸/配重/摩擦/牵引力；用明确教学假定，不称实桥复原" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/hegYggsQV47pkEiTa6ipXy/建模待办.json", "source_scope": "局部转盘/滑移支承＋整桥施工位置与成桥位置；画已知运动轴，接触部件随阶段保留", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M01", "title": "中央索面与边索面：同形斜杆的拉压反转", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "桥面横向体系/局部杆件；三维并列；切换索面与加载，显示节点平衡和杆件轴力；补充资料：横梁/箱梁/斜杆截面、连接、荷载与索面位置", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 321, 324, 325 ], "figure": "图4.49、4.56", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M01-p321.jpg", "caption": "斜杆外形相近，为什么一种受压、另一种受拉？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "斜杆外形相近，为什么一种受压、另一种受拉？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三维并列；切换索面与加载，显示节点平衡和杆件轴力；补充资料：横梁/箱梁/斜杆截面、连接、荷载与索面位置" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "桥面横向体系/局部杆件", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M02", "title": "斜拉索在箱梁内的锚固传力", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "索梁锚固/横隔板；可拆解箱梁并剖切，逐步显示索—锚板—隔板—主梁；补充资料：锚管/锚板/纵横隔板板厚、焊缝与锚固细部", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 433, 432, 434, 435, 436, 437, 438 ], "figure": "图6.28–6.35", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M02-p433.jpg", "caption": "斜索力的水平、竖向分量如何进入主梁？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "斜索力的水平、竖向分量如何进入主梁？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "可拆解箱梁并剖切，逐步显示索—锚板—隔板—主梁；补充资料：锚管/锚板/纵横隔板板厚、焊缝与锚固细部" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "索梁锚固/横隔板", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M03", "title": "A形、门形下腿与钻石形桥塔", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "桥塔整体；统一尺度对比三维塔形；同一横向荷载显示变形；补充资料：原图几何、EI、横梁刚度、塔脚条件", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 400, 397, 398, 399 ], "figure": "图5.67（解释见397–400）", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M03-p400.jpg", "caption": "塔腿形状与支承如何改变横向弯矩和塔顶位移？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "塔腿形状与支承如何改变横向弯矩和塔顶位移？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "统一尺度对比三维塔形；同一横向荷载显示变形；补充资料：原图几何、EI、横梁刚度、塔脚条件" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "桥塔整体", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M04", "title": "悬索桥节段临时连接的自由度", "family": "suspension", "family_label": "悬索与悬带", "kind": "system_reference", "summary": "箱梁节段接头；放大接头；逐个点亮允许/约束自由度；切换成桥连接；补充资料：顶板临时接头、间隙、连接转轴和合龙顺序", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 504, 503, 495 ], "figure": "图7.61", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M04-p504.jpg", "caption": "为什么施工接头可以允许竖向转动，同时限制相互扭转？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "为什么施工接头可以允许竖向转动，同时限制相互扭转？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "放大接头；逐个点亮允许/约束自由度；切换成桥连接；补充资料：顶板临时接头、间隙、连接转轴和合龙顺序" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "箱梁节段接头", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M05", "title": "两种临时斜拉体系的卸载差异", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥施工体系/临时索塔；原塔临时索与梁上次级索塔并列；显示各自力流；补充资料：临时索初张力、永久索状态、塔梁刚度与施工重", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 517, 516, 518 ], "figure": "图7.84、7.85", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M05-p517.jpg", "caption": "减小悬臂弯矩，是否一定减小永久斜拉索力？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "减小悬臂弯矩，是否一定减小永久斜拉索力？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "原塔临时索与梁上次级索塔并列；显示各自力流；补充资料：临时索初张力、永久索状态、塔梁刚度与施工重" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "整桥施工体系/临时索塔", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M07", "title": "吊索点式阻尼器与相对位移", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "索端/阻尼构件；放大索端，显示运动方向和阻尼器两端位移；补充资料：索长/张力、附加刚度、阻尼系数、安装距离", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 557, 558, 559, 560 ], "figure": "图8.43–8.48", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M07-p557.jpg", "caption": "阻尼器存在就有效吗？相对位移从哪里产生？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "阻尼器存在就有效吗？相对位移从哪里产生？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "放大索端，显示运动方向和阻尼器两端位移；补充资料：索长/张力、附加刚度、阻尼系数、安装距离" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "索端/阻尼构件", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M11", "title": "平行钢丝、钢绞线与护套的层级", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "材料/索构件；轴向展开与横向剖切；逐层显隐并标净钢面积；补充资料：钢丝直径/数量、钢绞线构型、护套及空隙", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 100, 94, 95, 96, 97, 98, 99, 104 ], "figure": "图2.10–2.11；其他索型见94–104页", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M11-p100.jpg", "caption": "外径、护套面积与有效钢面积为何不同？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "外径、护套面积与有效钢面积为何不同？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "轴向展开与横向剖切；逐层显隐并标净钢面积；补充资料：钢丝直径/数量、钢绞线构型、护套及空隙" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "材料/索构件", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M12", "title": "索夹的螺栓预紧、间隙与摩擦", "family": "component", "family_label": "索、塔与连接", "kind": "component", "summary": "索夹局部；剖切分解索夹与螺栓；显示夹紧力和摩擦传力；补充资料：夹片几何、螺栓预紧、摩擦系数、索径变化", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 442, 438, 439, 440, 441, 443, 444, 445, 446, 447 ], "figure": "第6.3节索夹构造", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M12-p442.jpg", "caption": "索夹怎样传吊杆力，为什么接合间隙和预紧有意义？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "索夹怎样传吊杆力，为什么接合间隙和预紧有意义？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "剖切分解索夹与螺栓；显示夹紧力和摩擦传力；补充资料：夹片几何、螺栓预紧、摩擦系数、索径变化" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "索夹局部", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M13", "title": "塔内对向斜拉索的内部水平力", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "索塔锚固局部；剖开索塔，单独显隐两侧索力与内部拉压路径；补充资料：钢锚梁/锚箱、拉杆、塔壁与局部配筋", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 449, 447, 448, 450, 451, 452, 453, 454, 455, 456 ], "figure": "图6.60–6.63", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M13-p449.jpg", "caption": "外部水平合力接近零，为何塔内仍需要强连接？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "外部水平合力接近零，为何塔内仍需要强连接？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "剖开索塔，单独显隐两侧索力与内部拉压路径；补充资料：钢锚梁/锚箱、拉杆、塔壁与局部配筋" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "索塔锚固局部", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M14", "title": "重力锚碇的净竖向力与基底反力", "family": "suspension", "family_label": "悬索与悬带", "kind": "system_reference", "summary": "锚碇整体/地基界面；剖开锚碇，交互显示G与索力H/V及合力位置；补充资料：重心/锚固点、基底、摩擦、地下水、土岩约束", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 460, 457, 458, 459, 461, 462, 463, 464, 465, 466 ], "figure": "图6.80；实体见461–466页", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M14-p460.jpg", "caption": "向上索力怎样改变有效压重和基底抗滑？" } ], "model_id": "suspension_ground", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "向上索力怎样改变有效压重和基底抗滑？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "剖开锚碇，交互显示G与索力H/V及合力位置；补充资料：重心/锚固点、基底、摩擦、地下水、土岩约束" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "锚碇整体/地基界面", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M15", "title": "自锚、地锚与部分地锚的水平力闭合", "family": "suspension", "family_label": "悬索与悬带", "kind": "system_reference", "summary": "整桥体系；三维隔离梁/塔/索/锚，逐节点追踪力流；补充资料：体系几何、各支点约束、索力及主梁EA", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 348, 346, 347, 349, 350, 351, 352, 353, 354, 355, 356, 357, 358 ], "figure": "图4.105–4.106，续图4.114", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M15-p348.jpg", "caption": "水平索力最后在梁内、锚碇还是两者间闭合？" } ], "model_id": "suspension_self", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "水平索力最后在梁内、锚碇还是两者间闭合？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三维隔离梁/塔/索/锚，逐节点追踪力流；补充资料：体系几何、各支点约束、索力及主梁EA" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "整桥体系", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M16", "title": "空间索面与桥面净空", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥空间体系；空间索可旋转；透明人/车净空体；剖切查交叉；补充资料：索节点三维坐标、塔梁截面、交通净空包络", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 283, 272, 273, 274, 275, 276, 277, 278, 279, 280, 281, 282, 284, 285 ], "figure": "第3章空间索布置", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M16-p283.jpg", "caption": "索面内倾或外倾后，净空、横向力和扭转怎样关联？" } ], "model_id": "stayed_spatial", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "索面内倾或外倾后，净空、横向力和扭转怎样关联？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "空间索可旋转；透明人/车净空体；剖切查交叉；补充资料：索节点三维坐标、塔梁截面、交通净空包络" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "整桥空间体系", "real_bridge_replica": false }, { "id": "7Gdua5q7a8eDfhLwkMzTJH:asymmetric-load", "title": "半跨加载与吊杆松弛", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "沿用同一网络拱，分车道/横梁施加载荷，吊杆只受拉；给出整跨/半跨荷载开关；80/10/10分配只是论文假定；实施有收敛检查的仅受拉分析", "source_title": "Design of Network Arch Bridges（Brito硕士论文）", "book_id": "7Gdua5q7a8eDfhLwkMzTJH", "source_url": "https://www.wolai.com/7Gdua5q7a8eDfhLwkMzTJH", "pages": [ 35, 36, 37, 38, 39, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65 ], "figure": "第3章机制图及第4–5章荷载比较", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/7Gdua5q7a8eDfhLwkMzTJH/p054.jpg", "caption": "54页为加载与传递假定正文，无独立图号" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "已读原页；证据截图为原PDF页缩放，非工程图重绘", "question": "网络吊杆在偏载下如何分配荷载，哪些索会失去张力？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "给出整跨/半跨荷载开关；80/10/10分配只是论文假定；实施有收敛检查的仅受拉分析" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/7Gdua5q7a8eDfhLwkMzTJH/建模待办.json", "source_scope": "沿用同一网络拱，分车道/横梁施加载荷，吊杆只受拉", "real_bridge_replica": false }, { "id": "7Gdua5q7a8eDfhLwkMzTJH:research-assembly", "title": "100m网络拱研究模型组成", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "双拱肋、系杆、桥面板、5m间距横梁、吊杆；按论文100m方案建研究模型，17m拱面矢高与15.87m投影分开；HEM等效梁不画成真实横梁", "source_title": "Design of Network Arch Bridges（Brito硕士论文）", "book_id": "7Gdua5q7a8eDfhLwkMzTJH", "source_url": "https://www.wolai.com/7Gdua5q7a8eDfhLwkMzTJH", "pages": [ 45, 46, 51, 52 ], "figure": "4.1、4.2及后续截面图", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/7Gdua5q7a8eDfhLwkMzTJH/p046.jpg", "caption": "图4.2桥面横向组成；几何同时参照45页" } ], "model_id": "arch_network", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "已读原页；证据截图为原PDF页缩放，非工程图重绘", "question": "真实构件如何转化为研究模型，拱面矢高与竖向投影有何区别？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "按论文100m方案建研究模型，17m拱面矢高与15.87m投影分开；HEM等效梁不画成真实横梁" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/7Gdua5q7a8eDfhLwkMzTJH/建模待办.json", "source_scope": "双拱肋、系杆、桥面板、5m间距横梁、吊杆", "real_bridge_replica": false }, { "id": "c9DawFTWJ2BEE2yZufXm9o:arch-support", "title": "拱脚移动、压力线与撤架", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "小跨砌体桥拱券、填料、桥台、可移动临时支架；逐步显示自重/填料/支承；压力线演示需明示无拉假定，不把稳定形状直接称安全", "source_title": "How Structures Work", "book_id": "c9DawFTWJ2BEE2yZufXm9o", "source_url": "https://www.wolai.com/c9DawFTWJ2BEE2yZufXm9o", "pages": [ 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65 ], "figure": "3.12–3.14及前文撤架图", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/c9DawFTWJ2BEE2yZufXm9o/p063.jpg", "caption": "图3.12拱台移动、3.13链线类比与压力路径" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "已读原页；证据截图为原PDF页缩放，非工程图重绘", "question": "拱成立依赖哪些支承，撤架和桥台位移怎样改变受力？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "逐步显示自重/填料/支承；压力线演示需明示无拉假定，不把稳定形状直接称安全" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/c9DawFTWJ2BEE2yZufXm9o/建模待办.json", "source_scope": "小跨砌体桥拱券、填料、桥台、可移动临时支架", "real_bridge_replica": false }, { "id": "ihXGNWw5BN1fqG3b83yqhf:arch-closure", "title": "Svinesund拱桥合龙前后", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "拱肋、临时塔和扣索、合龙节段、桥面；阶段切换应联动真实边界变化；247m拱跨与188m桥面支承跨度分别标注", "source_title": "Leonhardt Andrä und Partner公司桥梁册（2020）", "book_id": "ihXGNWw5BN1fqG3b83yqhf", "source_url": "https://www.wolai.com/ihXGNWw5BN1fqG3b83yqhf", "pages": [ 37 ], "figure": "施工照片组，无独立图号", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/ihXGNWw5BN1fqG3b83yqhf/p037.jpg", "caption": "临时塔索和成桥状态对照" } ], "model_id": 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null, "status": "已读证据；三维待建", "reading_status": "已读原页；证据截图为原PDF页缩放，非工程图重绘", "question": "集中荷载的折线压力路径为何不同于均布荷载曲线？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "先重算给定荷载和平衡；区分纯轴力理想线和实际弯曲刚度，不复刻未经核查的材料用量比较" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/rLUX4qMiF2Ni7Fv6LaEbgD/建模待办.json", "source_scope": "同跨度同矢高拱肋、集中和分布荷载、支座", "real_bridge_replica": false }, { "id": "rLUX4qMiF2Ni7Fv6LaEbgD:tower-foundation", "title": "桥塔展开宽度与基础约束", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "斜拉桥塔、塔梁连接、塔柱基部及受限基础范围；保留桥梁塔专题；建立参数化原理模型，系数需重算，地下基础不凭外形推定", "source_title": "Structural Honesty讲义", "book_id": "rLUX4qMiF2Ni7Fv6LaEbgD", "source_url": "https://www.wolai.com/rLUX4qMiF2Ni7Fv6LaEbgD", "pages": [ 26, 27 ], "figure": "A形/菱形桥塔比较，无独立图号", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/rLUX4qMiF2Ni7Fv6LaEbgD/p027.jpg", "caption": "桥塔几何、力与变形对比页" } ], 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"原PDF图页；内部来源定位，不直接作为学生二维教学图。桥型看似相近，改变接头和墩梁约束会改变哪些力？" } ], "model_id": "girder_reference", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "桥型看似相近，改变接头和墩梁约束会改变哪些力？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "建立简支/连续/T形刚构/连续刚构；同模型剖开接头，显示自由度；补SI截面、刚度和荷载并用解析例验证" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥体系/墩梁连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M02", "title": "组合体系交界区的真实连接", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "整桥组合/交界局部；选拱梁或斜拉—连续梁一种桥，放大接口、隔离自由体；补连接细部与约束，不能用两个外形叠加冒充组合设计", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 12 ], "figure": "图1.5", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M02-p012.jpg", "caption": "原PDF图页；内部来源定位，不直接作为学生二维教学图。两种体系放在一起，力如何真正从一边传到另一边？" } ], "model_id": "hybrid_cable", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "两种体系放在一起，力如何真正从一边传到另一边？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "选拱梁或斜拉—连续梁一种桥，放大接口、隔离自由体；补连接细部与约束，不能用两个外形叠加冒充组合设计" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥组合/交界局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M03", "title": "塔腿转折节点与横梁位置", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "桥塔局部节点；三维截面/节点可剖切；改变横梁位置，观察轴力偏心和弯矩；补EI与塔脚边界，辅塔施工释放仅作状态示意", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 15 ], "figure": "图1-10–1-11", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M03-p015.jpg", "caption": "图1-10的汇交受力与曲线塔照片；外轮廓不能代替截面形心轴" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "横梁设在转折点，与偏离转折点的传力有什么差别？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三维截面/节点可剖切；改变横梁位置，观察轴力偏心和弯矩；补EI与塔脚边界，辅塔施工释放仅作状态示意" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "桥塔局部节点", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M06", "title": "夏驾河无背索桥的梁索受力分配", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/梁塔索协作；整体→梁→塔分离；调整主梁刚度并按协调求解分担，不能任意设分荷比例；补跨径、EI、索初应力、施工闭合条件", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 18, 17 ], "figure": "图1-16–1-19", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M06-p018.jpg", "caption": "简化自由体的重力力臂为水平距离；只针对给定恒载状态" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "无背索桥是否必须让塔的自重平衡全部桥面重量？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "整体→梁→塔分离；调整主梁刚度并按协调求解分担，不能任意设分荷比例；补跨径、EI、索初应力、施工闭合条件" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/梁塔索协作", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M07", "title": "天津国泰桥外约束与拱梁连接转换", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "整桥体系/拱梁节点；同一模型切换固端拱与整体系梁、滑动支承及交界固结，标记水平力闭合与伸缩缝；先补原方案参数与自由度，再验证反力", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 19, 18 ], "figure": "图1-20–1-22、表1-5", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M07-p019.jpg", "caption": "方案对比为作者研究；铰支本身不代表不传水平力，需区分转动与水平位移释放" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "保留外观时，水平推力能否从基础改由主梁闭合？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同一模型切换固端拱与整体系梁、滑动支承及交界固结，标记水平力闭合与伸缩缝；先补原方案参数与自由度，再验证反力" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥体系/拱梁节点", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M09", "title": "拱肋交会处固定横梁与普通横梁", "family": "arch", "family_label": "拱桥", "kind": "component", "summary": "拱桥局部横梁/节点；整桥选中→放大剖切横梁/拱肋/桥面，显示竖向、横向与制动力路径；补板厚、配筋/焊接与截面偏心，不能用单梁结果替代局部验证", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 24 ], "figure": "图2-6–2-7", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M09-p024.jpg", "caption": "整桥标出端横梁、中横梁与风撑，下图有固定横梁不同截面" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "同为横梁，拱梁交会处为什么承受更多内力分量？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "整桥选中→放大剖切横梁/拱肋/桥面，显示竖向、横向与制动力路径；补板厚、配筋/焊接与截面偏心，不能用单梁结果替代局部验证" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "拱桥局部横梁/节点", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M100", "title": "斜拉桥的竖向传力与梁内累积压轴力", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/自由体与辅助墩；同一3D模型选取一段梁、单索、索塔和支座，核矢量平衡；显示辅助墩直接传力，部分地锚复用Gimsing M15", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 180, 179 ], "figure": "图5-26–5-29", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M100-p180.jpg", "caption": "来源页与教学任务；历史数值/材料未补证前不作真实桥精确复原" } ], "model_id": "stayed_standard", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "梁弯矩变小的同时，索的水平分力去哪里了？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同一3D模型选取一段梁、单索、索塔和支座，核矢量平衡；显示辅助墩直接传力，部分地锚复用Gimsing M15" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/自由体与辅助墩", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M101", "title": "索塔弯折处横梁的拉、压与弯", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "局部塔柱—横梁节点；塔柱外形与真实节点连贯，隔离汇交节点显示分力；钢混塔过渡与锚固区分别剖切，整体梁单元不代替局部实体应力", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 181, 182 ], "figure": "图5-30", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M101-p181.jpg", "caption": "原文图页用于内部定位；经验结论、试设计和缺失参数见阅读札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "为什么看似相同的横梁，有的受拉、有的受压？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "塔柱外形与真实节点连贯，隔离汇交节点显示分力；钢混塔过渡与锚固区分别剖切，整体梁单元不代替局部实体应力" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部塔柱—横梁节点", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M102", "title": "四种空间斜拉索面的横向传力", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "空间整桥/索面与锚点；建立四种明确三维锚点配置，显示交叉不连接/真实连接；同一教学横载独立核平衡，稳定和气动不伪造", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 183, 182 ], "figure": "图5-31", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M102-p183.jpg", "caption": "原文图页用于内部定位；经验结论、试设计和缺失参数见阅读札记" } ], "model_id": "stayed_spatial", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "一阵横风来时，是索、梁弯曲还是梁扭转在接力？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "建立四种明确三维锚点配置，显示交叉不连接/真实连接；同一教学横载独立核平衡，稳定和气动不伪造" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "空间整桥/索面与锚点", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M103", "title": "地锚斜拉桥的梁端释放与拉压转换", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/伸缩铰和地锚局部；复用自锚/地锚原型，剖开跨中纵向滑动接头和端约束，单索分力累加解析例与三维同步", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 186, 185, 187, 188 ], "figure": "图5-34–5-41", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M103-p186.jpg", "caption": "原文图页用于内部定位；经验结论、试设计和缺失参数见阅读札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "锚固方式相同，为什么改变梁端释放就能改变梁的拉压？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用自锚/地锚原型，剖开跨中纵向滑动接头和端约束，单索分力累加解析例与三维同步" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/伸缩铰和地锚局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M105", "title": "辅助墩与背索：边跨提前合龙前后的传力", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/支点与施工阶段；复用斜拉原型，独立控制墩数量/位置，标原苏通初设跨径差异；成桥与最大悬臂阶段分别定义", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 195, 192, 193, 194 ], "figure": "表5-4–5-6、图5-53–5-57", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M105-p195.jpg", "caption": "原图内部保存；连接自由度/方向/装置参数待补，具体疑点见札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "在边跨加一个墩，为什么连主跨与索塔也会变化？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用斜拉原型，独立控制墩数量/位置，标原苏通初设跨径差异；成桥与最大悬臂阶段分别定义" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/支点与施工阶段", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M106", "title": "四种塔—梁—墩连接的实体剖切", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "整体连接/局部支座与节点；同模型切换漂浮/支承/塔梁固结/全刚构，剖开实际支座或刚结，给六自由度和力传递说明；另建闭合SI例", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 196, 197, 198, 199 ], "figure": "图5-58–5-61、表5-7–5-9", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M106-p196.jpg", "caption": "原图内部保存；连接自由度/方向/装置参数待补，具体疑点见札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "一个“固定”到底固定哪两个构件、哪个方向？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同模型切换漂浮/支承/塔梁固结/全刚构，剖开实际支座或刚结，给六自由度和力传递说明；另建闭合SI例" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整体连接/局部支座与节点", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M109", "title": "斜拉桥钢箱梁高度与施工悬臂的联动", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/箱梁剖切/施工阶段；同一实体截面联动面积、I、质量和迎风面积；分成桥与最大悬臂状态，补全输入后计算，不复刻缺输入曲线", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 206, 205, 207, 208 ], "figure": "图5-72–5-78，表5-15–5-18", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M109-p206.jpg", "caption": "原PDF内部来源图；假定、维度与表格冲突见逐页阅读札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "加高梁以后，哪些位移减小、哪些荷载又增加？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同一实体截面联动面积、I、质量和迎风面积；分成桥与最大悬臂状态，补全输入后计算，不复刻缺输入曲线" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/箱梁剖切/施工阶段", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M110", "title": "索塔空心截面与纵横向受力", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/塔柱剖切；在塔梁模型增加方向明确的位移与节点力，塔柱剖切显示壁厚；缺失横向尺寸/渐变须标教学假定", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 209, 210, 211 ], "figure": "图5-79–5-83，表5-20–5-21", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M110-p209.jpg", "caption": "原PDF内部来源图；假定、维度与表格冲突见逐页阅读札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "塔更粗以后，为什么塔根弯矩反而增大？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "在塔梁模型增加方向明确的位移与节点力，塔柱剖切显示壁厚；缺失横向尺寸/渐变须标教学假定" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/塔柱剖切", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M111", "title": "斜拉索面积、材料强度与轴向刚度", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "局部索束/整桥联动；索束剖切同时显示A、E、f三种不同量；增面积同步考虑质量与垂度，不能用双向线性杆验证松索稳定性", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 212, 211, 213 ], "figure": "图5-84–5-85", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M111-p212.jpg", "caption": "原PDF内部来源图；假定、维度与表格冲突见逐页阅读札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "较高材料强度，是否自动意味着更大的弹性刚度？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "索束剖切同时显示A、E、f三种不同量；增面积同步考虑质量与垂度，不能用双向线性杆验证松索稳定性" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部索束/整桥联动", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M112", "title": "边跨背索的加载、卸载与压重", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/背索与边支点局部；用实体车辆和桥面加载切换推导Tmax/Tmin，显示支座抗拔、压重和辅助墩；κ不是寿命，加入索保持受拉判据", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 214, 213, 215 ], "figure": "图5-86–5-88，式5.11–5.12", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M112-p214.jpg", "caption": "原PDF内部来源图；假定、维度与表格冲突见逐页阅读札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "车在中跨与边跨，为什么同一根背索一个拉紧、一个卸载？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "用实体车辆和桥面加载切换推导Tmax/Tmin，显示支座抗拔、压重和辅助墩；κ不是寿命，加入索保持受拉判据" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/背索与边支点局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M114", "title": "塔高改变后的索倾角与梁塔受力", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "整桥/有效高度；区分桥面以上/以下高度，显示V=Tsinα、H=Tcosα；改几何后重新定义成桥初力，暂不复制缺输入的1400m数值", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 217, 218, 219 ], "figure": "图5-90–5-93，表5-25–5-28", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M114-p217.jpg", "caption": "原书图页内部定位；模型边界和推导适用条件见连续阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "塔变矮后，为什么有的位移减小、有的反而增大？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "区分桥面以上/以下高度，显示V=Tsinα、H=Tcosα；改几何后重新定义成桥初力，暂不复制缺输入的1400m数值" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/有效高度", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M115", "title": "索塔上锚索区的空间与间距", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "局部锚固区/整桥联动；剖开锚固区，改变塔上间距但保持梁端锚点；补钢锚箱/锚梁实际详图和检修空间，不能把所有索随意并到一点", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 220, 221, 222 ], "figure": "图5-94–5-95，表5-29–5-32", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M115-p220.jpg", "caption": "原书图页内部定位；模型边界和推导适用条件见连续阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "塔高相同，锚头在塔内的位置为何仍会改变整桥？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "剖开锚固区，改变塔上间距但保持梁端锚点；补钢锚箱/锚梁实际详图和检修空间，不能把所有索随意并到一点" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部锚固区/整桥联动", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M116", "title": "斜拉桥挠度的三个来源", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/自由度与索伸长；同一模型分阶段显示弹性伸长/塔侧移/塔压缩，明示冻结自由度与近似；以独立节点平衡及位移相容验证，不照抄压缩项", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 223, 224, 225 ], "figure": "图5-97–5-98，式5.13–5.24", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M116-p223.jpg", "caption": "原书图页内部定位；模型边界和推导适用条件见连续阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "桥面下沉究竟来自索变长、塔弯曲，还是塔缩短？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同一模型分阶段显示弹性伸长/塔侧移/塔压缩，明示冻结自由度与近似；以独立节点平衡及位移相容验证，不照抄压缩项" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/自由度与索伸长", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M121", "title": "多塔斜拉桥中塔的约束从哪里来", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/中塔和稳定索；比较塔脚约束、三角中塔、稳定索和交叉索；让传力路径连到真实锚点，区分稳定机构与有限弯曲刚度实桥", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 237, 235, 236, 238, 239, 240 ], "figure": "图5-114–5-122", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M121-p237.jpg", "caption": "连续阅读发现的整桥/局部模型位置，原图仅内部依据；量纲/适用边界/缺项见逐页札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "单独在一跨上车，中间塔为何明显移动？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "比较塔脚约束、三角中塔、稳定索和交叉索；让传力路径连到真实锚点，区分稳定机构与有限弯曲刚度实桥" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/中塔和稳定索", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M122", "title": "索梁荷载分担与部分斜拉桥", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/梁与索联合；连续滑动梁/索相对刚度，定义ρ=qc/qG与份额ρ/(1+ρ)；用统一初态/荷载验证，塔高经验范围放折叠层", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 241, 242, 243, 244 ], "figure": "图5-123–5-128", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M122-p241.jpg", "caption": "连续阅读发现的整桥/局部模型位置，原图仅内部依据；量纲/适用边界/缺项见逐页札记。" } ], "model_id": "extradosed", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "相似的斜拉外形，究竟是梁还是索承担主要活载？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "连续滑动梁/索相对刚度，定义ρ=qc/qG与份额ρ/(1+ρ)；用统一初态/荷载验证，塔高经验范围放折叠层" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/梁与索联合", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M124", "title": "塔梁固结与双薄壁柔性墩", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/塔梁墩交界；三种体系同视角剖开支座/刚接/薄壁墩，温度位移与约束分开；复用四连接和已有双薄壁模型", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 246, 247 ], "figure": "图5-132–5-137", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M124-p246.jpg", "caption": "连续阅读发现的整桥/局部模型位置，原图仅内部依据；量纲/适用边界/缺项见逐页札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "把大型支座换成柔性墩，温度伸缩交给谁？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三种体系同视角剖开支座/刚接/薄壁墩，温度位移与约束分开；复用四连接和已有双薄壁模型" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/塔梁墩交界", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M125", "title": "卢纳桥短边跨重力锚与跨中剪力铰", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "整桥/重力桥台/剪力铰；地形与32m重力桥台、不同基础、下开口梁、剪力铰联动；核铰传递的6分量，补局部尺寸与实际节点详图", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 247, 248 ], "figure": "图5-138–5-140", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M125-p247.jpg", "caption": "连续阅读发现的整桥/局部模型位置，原图仅内部依据；量纲/适用边界/缺项见逐页札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "短边跨怎样平衡长主跨，跨中为什么能出现折角？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "地形与32m重力桥台、不同基础、下开口梁、剪力铰联动；核铰传递的6分量，补局部尺寸与实际节点详图" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/重力桥台/剪力铰", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M126", "title": "塞塞勒斜腿塔上的斜向支座与钢托架", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "整桥/斜向支座/锚固耳板；建立两钢纵梁组合桥面与倒Y塔，剖切滑动橡胶支座及另一斜向橡胶支座；纵向滑移沿桥向x、在原横断面图外，不把接触斜面误称水平面。显示局部坐标反力与塔腿力线，厚度/接触细部缺项标明；详见塞塞勒专项任务书。", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 248 ], "figure": "图5-141–5-143", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M126-p248.jpg", "caption": "连续阅读发现的整桥/局部模型位置，原图仅内部依据；量纲/适用边界/缺项见逐页札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "斜着放的支座，怎样既托住桥面又允许纵向伸缩？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "建立两钢纵梁组合桥面与倒Y塔，剖切滑动橡胶支座及另一斜向橡胶支座；纵向滑移沿桥向x、在原横断面图外，不把接触斜面误称水平面。显示局部坐标反力与塔腿力线，厚度/接触细部缺项标明；详见塞塞勒专项任务书。" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/斜向支座/锚固耳板", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M128", "title": "东亨廷顿斜拉桥—连续梁交界合龙", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥组合/合龙与截面过渡；分别建箱梁与钢横梁混凝土边梁体系，两现浇段和变宽预制段剖切；原图断面标题与厚度补原始文献", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 250, 249 ], "figure": "图5-145–5-146", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M128-p250.jpg", "caption": "原图内部建模定位；局部尺寸和历史数据边界见逐页阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "两种桥梁体系在交界如何真正传力？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "分别建箱梁与钢横梁混凝土边梁体系，两现浇段和变宽预制段剖切；原图断面标题与厚度补原始文献" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥组合/合龙与截面过渡", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M129", "title": "哈特曼双菱形塔与组合桥面顶升", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "整桥/横向塔架/施工阶段；整桥四索面与局部预应力系梁分层；组合梁另设顶升、浇筑、硬化、卸顶状态，真实刚接不能只用铰接桁架替代", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 251, 250 ], "figure": "图5-147–5-150", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M129-p251.jpg", "caption": "原图内部建模定位；局部尺寸和历史数据边界见逐页阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "双菱形为何改变横向力路，浇筑顺序为何改变应力？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "整桥四索面与局部预应力系梁分层；组合梁另设顶升、浇筑、硬化、卸顶状态，真实刚接不能只用铰接桁架替代" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/横向塔架/施工阶段", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M130", "title": "日见桥波形腹板、体外束和钢锚固横梁", "family": "component", "family_label": "索、塔与连接", "kind": "component", "summary": "局部组合箱梁/锚固/材料；按mm图换m建空心箱、钢横梁/索锚头、预应力转向器和通道；波形厚度/焊接缺项待补，1/2试件不当实桥尺寸", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 252, 251, 253 ], "figure": "图5-151–5-155", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M130-p252.jpg", "caption": "原图内部建模定位；局部尺寸和历史数据边界见逐页阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "波形钢腹板为什么主要分担剪力，索力如何进入混凝土板？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "按mm图换m建空心箱、钢横梁/索锚头、预应力转向器和通道；波形厚度/焊接缺项待补，1/2试件不当实桥尺寸" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部组合箱梁/锚固/材料", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M132", "title": "主缆塔鞍与散索鞍的钢丝转向", "family": "suspension", "family_label": "悬索与悬带", "kind": "component", "summary": "局部主缆/塔鞍/锚固；分层显示钢丝束、塔鞍、滚轴、锚栓、散索鞍及锚碇；13mm盖板等图示尺寸不直接当当代设计尺寸", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 257, 256 ], "figure": "图6-8–6-9", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M132-p257.jpg", "caption": "原图内部建模定位；局部尺寸和历史数据边界见逐页阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "一束钢丝经过塔顶与桥台时如何转向和分散？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "分层显示钢丝束、塔鞍、滚轴、锚栓、散索鞍及锚碇；13mm盖板等图示尺寸不直接当当代设计尺寸" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部主缆/塔鞍/锚固", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M134", "title": "Max Eyth曲线桥面、铰脚塔与稳定索", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "整桥空间体系/塔脚；与轻远L04合并，明确肖书144m与已核114m冲突，采用有直接来源尺寸；空间找形与初应力另核", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 260, 259 ], "figure": "图6-16(b)", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M134-p260.jpg", "caption": "原图内部建模定位；局部尺寸和历史数据边界见逐页阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "曲线桥面两侧不对称时，塔与背索为何这样布置？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "与轻远L04合并，明确肖书144m与已核114m冲突，采用有直接来源尺寸；空间找形与初应力另核" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥空间体系/塔脚", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M16", "title": "骑跨式与销接式吊索、索夹及锚头", "family": "arch", "family_label": "拱桥", "kind": "component", "summary": "缆索桥局部吊索连接；建立可爆炸的主缆—索夹—吊索—梁锚点模型，逐件高亮传力；缺少的夹持摩擦、销轴及锚头构造待原设计补证", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 36 ], "figure": "图2-28–2-30", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M16-p036.jpg", "caption": "原图含索夹、套筒锚头和连接件；先核对分件边界，不凭外观编造内部锚固尺寸" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "吊索有四肢或两肢时，荷载如何进入主缆和桥面？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "建立可爆炸的主缆—索夹—吊索—梁锚点模型，逐件高亮传力；缺少的夹持摩擦、销轴及锚头构造待原设计补证" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "缆索桥局部吊索连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M18", "title": "索的垂度、初张力与局部活载", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "索构件/初始状态；建立同一索在恒载平衡状态上的增量加载视图；显示原位/变形和水平反力，需补几何非线性、初应力与只受拉求解", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 38, 37, 39 ], "figure": "图2-33–2-37", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M18-p038.jpg", "caption": "书中70%、1.9和0.55均需独立给定条件核算；不用恒定折减E冒充全部非线性" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "为什么同样的活载只放在一段上，索可能变形更大？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "建立同一索在恒载平衡状态上的增量加载视图；显示原位/变形和水平反力，需补几何非线性、初应力与只受拉求解" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "索构件/初始状态", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M21", "title": "钢箱桥塔的加劲肋、隔板与检修空间", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "桥塔内部构造；从整塔进入截面，分离外板/加劲肋/横隔板，保持人孔和检修通道；梁模型只覆盖整体响应", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 44, 43 ], "figure": "图2-47–2-51", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M21-p044.jpg", "caption": "板厚经验与局部稳定需独立依据；3.5–4ft换算原括注不准确" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "巨大桥塔内部为什么还有许多薄板和加劲肋？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "从整塔进入截面，分离外板/加劲肋/横隔板，保持人孔和检修通道；梁模型只覆盖整体响应" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "桥塔内部构造", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M22", "title": "拱肋截面族与双曲拱整体化", "family": "arch", "family_label": "拱桥", "kind": "component", "summary": "拱肋局部/横向连接；板拱/肋拱/双曲拱/箱拱/桁架拱可切换，拆开横向拱波及联结系，补承载阶段", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 45, 46 ], "figure": "图2-53–2-56", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M22-p045.jpg", "caption": "区分截面库与施工选择，截面名称不能保证无支架施工或稳定" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "纵向拱肋之外，横向构件如何使桥面成为整体？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "板拱/肋拱/双曲拱/箱拱/桁架拱可切换，拆开横向拱波及联结系，补承载阶段" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "拱肋局部/横向连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M26", "title": "拱轴与荷载压力线的三维对应", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥拱/受力原理；实际拱保持不变，叠加独立求平衡的压力线与截面偏心；明确沿弧长/水平投影荷载", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 50 ], "figure": "图2-64、式2.32–2.33", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M26-p050.jpg", "caption": "三角荷载椭圆说法及一般剪力近零不可直接沿用" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "改变活载位置之后，同一拱还会只受压力吗？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "实际拱保持不变，叠加独立求平衡的压力线与截面偏心；明确沿弧长/水平投影荷载" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥拱/受力原理", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M28", "title": "系杆拱脚钢筋、预应力与横梁交汇", "family": "arch", "family_label": "拱桥", "kind": "component", "summary": "拱脚局部/节点配筋；透明混凝土显主筋/箍筋/纵向索通道；方向及功能先建，详细尺寸待原图补证", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 53, 52 ], "figure": "图2-68–2-69", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M28-p053.jpg", "caption": "图2-69部分内嵌尺寸放大仍不清，不按图猜钢筋数和锚固长" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "拱的推力怎样在系杆中闭合，端横梁又约束什么？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "透明混凝土显主筋/箍筋/纵向索通道；方向及功能先建，详细尺寸待原图补证" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "拱脚局部/节点配筋", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M29", "title": "塔内锚固横梁、环向预应力与钢锚箱", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "索塔锚固局部；复用塔内对向锚固库，剖看牛腿/限位/拉板/塔壁与操作空间", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 54, 53 ], "figure": "图2-70–2-71", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M29-p054.jpg", "caption": "竖向力和不平衡水平力各有传力路径" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "对称与不对称索力分别通过哪些零件进入塔？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用塔内对向锚固库，剖看牛腿/限位/拉板/塔壁与操作空间" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "索塔锚固局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M30", "title": "混凝土梁索锚点的位置与偏心", "family": "component", "family_label": "索、塔与连接", "kind": "component", "summary": "索梁锚固局部；四种布置共用箱梁剖切，显示锚垫/锚固块/隔板及索轴，保留张拉与更换空间", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 54 ], "figure": "图2-72", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M30-p054.jpg", "caption": "源图未给完整尺寸；不可将锚头外形等同完整传力设计" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "索锚在顶板、隔板或梁底，梁体局部受力会一样吗？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "四种布置共用箱梁剖切，显示锚垫/锚固块/隔板及索轴，保留张拉与更换空间" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "索梁锚固局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M31", "title": "钢梁锚管、锚箱、吊耳与锚拉板", "family": "component", "family_label": "索、塔与连接", "kind": "component", "summary": "索梁锚固/焊接与偏心；复用索梁锚固库，逐件显承压板/腹板/加劲肋/连接面，局部应力另建模型", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 55, 54 ], "figure": "图2-73", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M31-p055.jpg", "caption": "小偏心不代表所有局部面外效应为零；顶板厚向受力需单独处理" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "集中索力怎样经板件和焊缝传进钢梁？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用索梁锚固库，逐件显承压板/腹板/加劲肋/连接面，局部应力另建模型" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "索梁锚固/焊接与偏心", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M32", "title": "主索鞍曲面承压与两种肋板传力", "family": "suspension", "family_label": "悬索与悬带", "kind": "component", "summary": "索鞍局部/塔顶连接；剖开槽内索股，切换斜肋直接传力与纵横肋底板传力；截面尺寸待补", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 56, 55 ], "figure": "图2-74–2-76", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M32-p056.jpg", "caption": "摩擦与接触需独立验证；几何演示不能声称已经防滑验算" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "主缆转向产生的合力怎样进入钢塔或混凝土塔？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "剖开槽内索股，切换斜肋直接传力与纵横肋底板传力；截面尺寸待补" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "索鞍局部/塔顶连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M34", "title": "刚性与柔性中央扣", "family": "suspension", "family_label": "悬索与悬带", "kind": "system_reference", "summary": "悬索桥跨中连接；整桥定位跨中再放大，刚架与斜索两种拓扑并列；加载前明确初始索力", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 57 ], "figure": "图2-78", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M34-p057.jpg", "caption": "柔性中央扣索仍只能受拉；不是全方向刚性锁死" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "主缆与桥面之间为何需要额外纵向联系？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "整桥定位跨中再放大，刚架与斜索两种拓扑并列；加载前明确初始索力" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "悬索桥跨中连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M36", "title": "多塔桥可纵移但传矩的连接", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥体系/塔梁特殊连接；上下承压面形成力偶，分离显示剪力、弯矩和纵向定位；现内核接触/MPC缺失，先作构造机制", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 60 ], "figure": "图2-88", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M36-p060.jpg", "caption": "施莱希概念图只有拓扑，缺设计详图与接触参数" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "怎样允许温度伸缩，又能传递弯矩？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "上下承压面形成力偶，分离显示剪力、弯矩和纵向定位；现内核接触/MPC缺失，先作构造机制" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥体系/塔梁特殊连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M37", "title": "锚碇内部集中与分布传力", "family": "suspension", "family_label": "悬索与悬带", "kind": "component", "summary": "锚碇内部/锚固连接；透明锚体显示拉杆/后锚梁/锚具/分布连接器，与整体锚碇外力模型关联", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 66, 61 ], "figure": "图2-89、2-100", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M37-p066.jpg", "caption": "后锚梁、预应力束、连接器群不同；不能按连接器数量平均分力" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "外部平衡满足后，拉力怎样进入一大块混凝土？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "透明锚体显示拉杆/后锚梁/锚具/分布连接器，与整体锚碇外力模型关联" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "锚碇内部/锚固连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M38", "title": "剪力钉与PBL连接的组合受力", "family": "component", "family_label": "索、塔与连接", "kind": "component", "summary": "组合梁局部/材料连接；三维剖切PBL孔内混凝土榫、贯穿钢筋及焊接钢板；切换完全组合与滑移的假定，数值需独立验证", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 62 ], "figure": "图2-90", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M38-p062.jpg", "caption": "源图为多种连接类别，不提供连接件强度设计值" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "钢梁和混凝土接触了，为什么还需要剪力连接件？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三维剖切PBL孔内混凝土榫、贯穿钢筋及焊接钢板；切换完全组合与滑移的假定，数值需独立验证" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "组合梁局部/材料连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M40", "title": "汀九桥索—横梁—单柱组合桥塔", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/复合塔构件；分层显示塔柱、桥面下横梁、横向稳定索和两侧桥道；标索只能受拉，补几何与初始状态", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 63 ], "figure": "图2-93", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M40-p063.jpg", "caption": "只给塔宽5.5m及示意，缺索初张力和连接刚度" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "侧向撑索怎样让纤细桥塔形成空间协作？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "分层显示塔柱、桥面下横梁、横向稳定索和两侧桥道；标索只能受拉，补几何与初始状态" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/复合塔构件", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M45", "title": "脊骨梁的大悬臂桥面与偏载扭转", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "整桥/悬臂桥面局部；单箱主梁与宽悬臂板可剖切，移动轮载并分离横弯/纵弯/扭转；关联梁板基准", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 72 ], "figure": "图3-10", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M45-p072.jpg", "caption": "照片不含横向截面与预应力细节，教学模型须另定SI尺寸" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "车轮远离主梁中心时，桥面和主梁各承受什么？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "单箱主梁与宽悬臂板可剖切，移动轮载并分离横弯/纵弯/扭转；关联梁板基准" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/悬臂桥面局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M49", "title": "曲线梁偏载、支点间距与脱空", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "整桥曲线/支座局部；单/双支点和墩梁固结分别切换；跟踪合力作用线与接触压力，脱空需要单边接触扩展", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 84, 83 ], "figure": "图3-23–3-25", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M49-p084.jpg", "caption": "独柱不等于单点支座，承压接触不允许拉反力；2013规范讨论稿数值不沿用" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "为什么轮载偏到外侧会让某个支座失去压力？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "单/双支点和墩梁固结分别切换；跟踪合力作用线与接触压力，脱空需要单边接触扩展" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥曲线/支座局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M51", "title": "V/Y/X形墩分叉与梁的连接", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "异形桥墩/分叉节点；三维对比垂直/斜肢、显示节点和轴力路径；施工不平衡与稳定单独处理", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 89, 90 ], "figure": "图3-31", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M51-p089.jpg", "caption": "双支点不自动保证悬臂施工安全" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "斜肢缩短梁跨时，力又进入了哪些构件？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三维对比垂直/斜肢、显示节点和轴力路径；施工不平衡与稳定单独处理" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "异形桥墩/分叉节点", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M60", "title": "琶洲V形墩空心箱与劲性骨架", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "异形桥墩/施工构造；复用V墩模型，加入空心箱、内骨架、落地支架与挂篮阶段；标尺寸证据缺口", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 107, 106 ], "figure": "图3-50–3-53", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M60-p107.jpg", "caption": "正文20m高/65.9°；图3-52微字尺寸不全，不能猜壁厚" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "成桥的V形斜肢，在混凝土形成前靠谁承载？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用V墩模型，加入空心箱、内骨架、落地支架与挂篮阶段；标尺寸证据缺口" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "异形桥墩/施工构造", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M61", "title": "石板坡混合梁与边墩支承选择", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "整桥混合/钢混连接区；复用330m主跨/108m钢段几何，加入中墩刚接/边墩支承，剖切钢混过渡", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 108, 62 ], "figure": "图3-54–3-55", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M61-p108.jpg", "caption": "钢混接口固结不消除徐变差；主尺度明确，接口构造待补" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "在跨中换轻材料，与改变边墩联系分别解决什么问题？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用330m主跨/108m钢段几何，加入中墩刚接/边墩支承，剖切钢混过渡" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥混合/钢混连接区", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M62", "title": "赵州桥敞肩与砌体压力路径", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "整桥/砌块局部；三维剖开主拱、腹拱与填料，叠加有条件压力线；砌体接触另建验证模型", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 110, 109 ], "figure": "图4-1–4-3", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M62-p110.jpg", "caption": "石拱接缝不能当可拉连续梁；37.02m/7.23m为来源主尺度" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "开出小拱洞后，自重和传力怎样变化？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三维剖开主拱、腹拱与填料，叠加有条件压力线；砌体接触另建验证模型" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/砌块局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M63", "title": "连拱与中墩柔度", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "多孔整桥/中墩；同一三孔拱改变中墩刚度和加载跨，显示拱脚位移与相邻孔响应", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 111, 110 ], "figure": "图4-4–4-5", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M63-p111.jpg", "caption": "厚墩不自动保证破坏隔离；偏载与施工阶段需分开" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "只压一孔，为什么邻孔也参与？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同一三孔拱改变中墩刚度和加载跨，显示拱脚位移与相邻孔响应" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "多孔整桥/中墩", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M64", "title": "萨尔基那三铰箱拱的桥面协作", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥/箱形拱剖切；补原始图后分层箱底/侧壁/桥面与三铰，显示截面沿程变化", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 113 ], "figure": "图4-12", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M64-p113.jpg", "caption": "照片无完整尺寸，三铰须有真实几何与释放方向" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "看起来是细拱，哪些侧壁和桥面也在工作？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补原始图后分层箱底/侧壁/桥面与三铰，显示截面沿程变化" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/箱形拱剖切", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M66", "title": "万州CFST劲性骨架与外包混凝土", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "材料/构件/施工阶段；逐层显示空管、灌管、外包成箱与横联；补灌注次序/阶段刚度，现内核阶段能力待扩展", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 115, 114 ], "figure": "图4-19及施工段", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M66-p115.jpg", "caption": "分阶段组合不是把成桥E一次赋给全部材料" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "后浇混凝土加入时，原有重量已经由谁承担？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "逐层显示空管、灌管、外包成箱与横联；补灌注次序/阶段刚度，现内核阶段能力待扩展" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "材料/构件/施工阶段", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M67", "title": "费马恩提篮拱与斜吊杆", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥/吊杆锚固；复用系杆拱吊杆比较，增加内倾双肋与侧向联系，补初始张力和受拉单边验证", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 115, 116 ], "figure": "图4-22", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M67-p115.jpg", "caption": "受拉杆松弛不能由双向轴杆自动处理" } ], "model_id": "arch_basket", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "斜吊杆如何改变偏载传力和拱梁弯曲？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用系杆拱吊杆比较，增加内倾双肋与侧向联系，补初始张力和受拉单边验证" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/吊杆锚固", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M68", "title": "卢浦部分有推力体系与水平拉索", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥/端横梁锚固；显示三跨、端横梁、水平索和边跨固接；分恒载调索与活载增量", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 116 ], "figure": "图4-24", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M68-p116.jpg", "caption": "张拉目标是特定工况，不能当所有工况无推力" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "恒载下调掉推力，为何活载仍会传给基础？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "显示三跨、端横梁、水平索和边跨固接；分恒载调索与活载增量" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/端横梁锚固", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M69", "title": "宜万铁路先梁后拱", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "施工阶段/梁拱连接；分阶段激活梁、拱、吊杆；几何阶段动画与数值阶段求解分开标记", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 116 ], "figure": "图4-25", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M69-p116.jpg", "caption": "必须保留加入时的变形与锁定状态" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "后加拱会自动承担梁已经承担的恒载吗？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "分阶段激活梁、拱、吊杆；几何阶段动画与数值阶段求解分开标记" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "施工阶段/梁拱连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M70", "title": "菜园坝Y构与多组独立系杆", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "整桥/系杆端锚；彩色点选主跨系杆/边跨系杆/竖索，剖开Y构—钢拱连接并回到整桥", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 116 ], "figure": "图4-26", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M70-p116.jpg", "caption": "独立张拉不能用全桥一个拉杆代替" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "水平和竖向系杆分别在哪里闭合力？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "彩色点选主跨系杆/边跨系杆/竖索，剖开Y构—钢拱连接并回到整桥" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/系杆端锚", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M73", "title": "三国桥不对称拱肋与约束杆", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "空间整桥/端部约束；补竖直六边形箱肋、倾斜圆管、约束杆和端部自由度；不硬设荷载分配", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 118 ], "figure": "图4-31", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M73-p118.jpg", "caption": "2/3分配、500mm位移仅来源条件不全的个案说明" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "两边截面和支承不同，受力如何相容？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补竖直六边形箱肋、倾斜圆管、约束杆和端部自由度；不硬设荷载分配" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "空间整桥/端部约束", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M74", "title": "Alameda单肋斜拱与悬挑桥面", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "空间整桥/拱脚与桥面；补130m跨/26m宽的完整几何，模型显示吊杆空间连线、箱梁扭转与支座", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 119, 118 ], "figure": "图4-32", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M74-p119.jpg", "caption": "倾角70°参考平面待核；缺轴线与约束不可作实桥分析" } ], "model_id": "arch_inclined", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "斜拱怎样与桥面的偏心荷载维持空间平衡？", "dimension_facts": [ "Alameda原文70°参考平面尚未确认，不作为模型默认倾角。" ], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补130m跨/26m宽的完整几何，模型显示吊杆空间连线、箱梁扭转与支座" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。 Alameda原文70°参考平面尚未确认，不作为模型默认倾角。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "空间整桥/拱脚与桥面", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M77", "title": "天津大沽日月拱与四索面", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "空间整桥/锚固；显示不等高斜拱、四索面与箱梁，偏载和横向传力同步；补现有资料", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 119 ], "figure": "图4-35", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M77-p119.jpg", "caption": "24+106+24m为来源，索初力与真实连接未给" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "一高一低的拱，怎样通过桥面协调受力？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "显示不等高斜拱、四索面与箱梁，偏载和横向传力同步；补现有资料" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "空间整桥/锚固", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M79", "title": "拱桥实体上的净跨与计算拱轴", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "全桥构件识别/剖切；在三维拱上点选拱顶/拱脚/拱腹/拱背、净跨和计算跨；上中下承共用命名", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 120 ], "figure": "图4-37–4-38", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M79-p120.jpg", "caption": "保留实体厚度，计算轴只是理想化标记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "净空边界和受力计算轴为什么不是同一条线？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "在三维拱上点选拱顶/拱脚/拱腹/拱背、净跨和计算跨；上中下承共用命名" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "全桥构件识别/剖切", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M80", "title": "同时切开拱与梁：局部弯矩和拉压力偶", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "截面自由体/整体平衡；同一三维桥剖出一跨切口，显示两截面力及力臂，核对合力/力矩；不隐藏真实厚度", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 122, 121, 123 ], "figure": "图4-40–4-44", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M80-p122.jpg", "caption": "分清局部N/Q与全局竖向分量；膜化刚度不是单根EA" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "同一个整体弯矩，为什么不全靠梁的局部受弯承担？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同一三维桥剖出一跨切口，显示两截面力及力臂，核对合力/力矩；不隐藏真实厚度" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "截面自由体/整体平衡", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M81", "title": "桁拱上弦断缝与剪力铰", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥拓扑/局部接头；四种桁拱共享空间几何，点开断缝、剪力铰/挂梁构造；逐个检查机构自由度", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 126, 125 ], "figure": "图4-50", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M81-p126.jpg", "caption": "接头必须明确可传轴力/剪力/弯矩，不只在外形割一条缝" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "把断缝移到另一个位置，为什么就换了体系？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "四种桁拱共享空间几何，点开断缝、剪力铰/挂梁构造；逐个检查机构自由度" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥拓扑/局部接头", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M82", "title": "80m拱的三种拱脚约束与系杆伸长", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥例题/拱脚局部；补全SI材料/荷载/截面，三维切换无铰/双铰/系杆；先核线性移动力，温变及非零沉降扩展后单独验证", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 130, 127, 128, 129, 131, 132 ], "figure": "例一、图4-51–4-58", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M82-p130.jpg", "caption": "旧t/ton单位、系梁截面和加载不完整；一般无铰拱不可只用两个对称赘余量" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "减少拱脚约束，代价转移到哪里？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补全SI材料/荷载/截面，三维切换无铰/双铰/系杆；先核线性移动力，温变及非零沉降扩展后单独验证" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥例题/拱脚局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M83", "title": "三铰拱的拱顶释放与独立桥面连续性", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥受力/拱顶局部；在同一实体拱上切换三铰/双铰，放大拱顶与桥面连接，显示力矩平衡及位移；补SI解析例", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 137, 138, 139 ], "figure": "图4-63–4-67", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M83-p137.jpg", "caption": "正文静力简化不能推广至挠度/稳定；需区分拱与桥面连接" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "为何三个铰让推力可直接由平衡求出，路面又未必断开？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "在同一实体拱上切换三铰/双铰，放大拱顶与桥面连接，显示力矩平衡及位移；补SI解析例" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥受力/拱顶局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M84", "title": "卢浦拱梁三种连接与温变/沉降代价", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "整桥体系/连接局部；复用卢浦空间模型，剖开三类连接，分层比较活载/温变/沉降；各工况补闭合输入并独立验证", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 140, 141, 142, 143 ], "figure": "图4-68–4-73、表4-12", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M84-p140.jpg", "caption": "水平沉降原图0.03m与正文0.02m矛盾；原荷载/刚度/初力不齐" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "连接越刚，为什么不一定每一项性能都更好？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用卢浦空间模型，剖开三类连接，分层比较活载/温变/沉降；各工况补闭合输入并独立验证" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥体系/连接局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M85", "title": "玉峰主拱与斜靠拱的反向施工约束转换", "family": "arch", "family_label": "拱桥", "kind": "component", "summary": "局部拱座/施工阶段；整桥M23定位两拱座，建立施工固→成桥铰、施工铰→成桥固两组局部模型，补销轴/接触/锚固及阶段受力", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 144, 143 ], "figure": "图4-75–4-76", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M85-p144.jpg", "caption": "原ANSYS微型色标部分模糊，不能复刻颜色当成计算；需原拱座详图" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "哪一个构造动作把主拱放开，同时把斜靠拱锁住？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "整桥M23定位两拱座，建立施工固→成桥铰、施工铰→成桥固两组局部模型，补销轴/接触/锚固及阶段受力" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部拱座/施工阶段", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M86", "title": "同一系杆拱的拱—梁—吊杆刚度分工", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥体系/构件与截面；同一3D模型依次改变一个参数，分清敏感性实验与真实截面联动，统一SI荷载、符号和同一变形工况", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 145, 146, 147, 148, 149, 150, 151 ], "figure": "图4-75–4-88（与前页图号重号，以页码定位）", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M86-p145.jpg", "caption": "原页内部定位；具体数值、经验比例和理想化边界见逐页札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "加粗拱、梁或吊杆，弯矩和轴力偶分别转移到哪里？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同一3D模型依次改变一个参数，分清敏感性实验与真实截面联动，统一SI荷载、符号和同一变形工况" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥体系/构件与截面", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M87", "title": "三跨连拱的边中跨与推力平衡", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥体系/构件与截面；三种拓扑独立建模；标全跨/半跨/矢高，点选墩顶水平合力，加入可核的移动力例", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 154, 155 ], "figure": "图4-89、式4-19–4-22", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M87-p154.jpg", "caption": "原页内部定位；具体数值、经验比例和理想化边界见逐页札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "恒载两侧推力平衡后，一辆偏载车会把力交给谁？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三种拓扑独立建模；标全跨/半跨/矢高，点选墩顶水平合力，加入可核的移动力例" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥体系/构件与截面", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M88", "title": "合理拱轴与荷载分布的对应关系", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥体系/构件与截面；同一厚度实体拱叠加压力线，切换集中/投影均布/弧长均布，保留坐标和自由体；后续公式与原例继续读", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 156 ], "figure": "图4-90、式4-23–4-26", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M88-p156.jpg", "caption": "原页内部定位；具体数值、经验比例和理想化边界见逐页札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "为什么桥面上均布与沿拱自身均布，给出不同的拱轴？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同一厚度实体拱叠加压力线，切换集中/投影均布/弧长均布，保留坐标和自由体；后续公式与原例继续读" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥体系/构件与截面", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M89", "title": "同一120m系杆拱的直索、斜索与网索", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥/索交叉与锚点；补A/I、索初力、支承、横梁与质量；交叉索不默认共节点，旋转看双索面与横撑；活载增量与总拉力分开", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 160, 159, 161, 162 ], "figure": "图4-91–4-98", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M89-p160.jpg", "caption": "原页内部证据；缺失参数/原文尺度冲突见逐页札记" } ], "model_id": "arch_network", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "吊索交叉后为何能减弯，又为什么必须检查松索和锚点？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补A/I、索初力、支承、横梁与质量；交叉索不默认共节点，旋转看双索面与横撑；活载增量与总拉力分开" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/索交叉与锚点", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M90", "title": "软地基上三座拱桥的推力去向", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥/基础与系杆；三桥分别标来源尺寸；用相同教学荷载和明确弹簧参数另建对照，剖开系杆/拱座/桩基；历史造价仅教师资料", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 163, 162 ], "figure": "图4-99", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M90-p163.jpg", "caption": "原页内部证据；缺失参数/原文尺度冲突见逐页札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "相近跨度下，基础为什么会成为体系选择的关键？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三桥分别标来源尺寸；用相同教学荷载和明确弹簧参数另建对照，剖开系杆/拱座/桩基；历史造价仅教师资料" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/基础与系杆", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M91", "title": "菜园坝Y形刚构与三套独立系杆锚定", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "整桥/钢混界面与索锚局部；复用整桥M70，补空间Y刚构、钢混接口、中边系杆和竖索锚固；施工调索与活载状态分层", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 164, 165 ], "figure": "图4-100–4-102", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M91-p164.jpg", "caption": "原页内部证据；缺失参数/原文尺度冲突见逐页札记" } ], "model_id": "hybrid_arch", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "取消边跨立柱，桥面重量和拱推力改走哪条路？", "dimension_facts": [ "菜园坝420m总主跨与320m中拱计算段/50m矢高不可混用；主边跨系杆分别锚定。" ], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用整桥M70，补空间Y刚构、钢混接口、中边系杆和竖索锚固；施工调索与活载状态分层" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。 菜园坝420m总主跨与320m中拱计算段/50m矢高不可混用；主边跨系杆分别锚定。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/钢混界面与索锚局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M92", "title": "大胜关三主桁六线桥面的空间传力", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "整桥/横断构造与板桁局部；建三主桁+外挑轨道、12m节间和上平联；板桁与栓钉局部剖切；补轨道/桥宽真实边界及截面参数", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 166, 165 ], "figure": "图4-103–4-104", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M92-p166.jpg", "caption": "原页内部证据；缺失参数/原文尺度冲突见逐页札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "列车只走外侧时，哪片主桁和哪根横梁接力？", "dimension_facts": [ "大胜关六跨108+192+336+336+192+108m；三主桁横距2×15m；40.4m与41.6m宽度定义待核。" ], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "建三主桁+外挑轨道、12m节间和上平联；板桁与栓钉局部剖切；补轨道/桥宽真实边界及截面参数" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。 大胜关六跨108+192+336+336+192+108m；三主桁横距2×15m；40.4m与41.6m宽度定义待核。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/横断构造与板桁局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M94", "title": "NS平行钢丝吊索锚具的内部传力", "family": "arch", "family_label": "拱桥", "kind": "component", "summary": "局部锚具/材料与构造；单位cm疑误未定；先补原锚具图，再做钢丝/环氧/合金/螺纹剖切与爆炸装配，疲劳热点只作位置说明，不伪造应力", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 168 ], "figure": "图4-110", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M94-p168.jpg", "caption": "原页内部证据；缺失参数/原文尺度冲突见逐页札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "每根钢丝的拉力怎样进入锚杯，再交给桥梁？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "单位cm疑误未定；先补原锚具图，再做钢丝/环氧/合金/螺纹剖切与爆炸装配，疲劳热点只作位置说明，不伪造应力" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部锚具/材料与构造", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M95", "title": "南塘河无风撑拱的侧向回复与扁钢管截面", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥侧向/钢管混凝土局部；建圆端1.2×2.0m/壁20mm内填拱肋，显示吊杆初拉力几何回复；需要初应力/几何非线性验证，不用线性杆冒充稳定分析", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 169, 168 ], "figure": "图4-111–4-113", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M95-p169.jpg", "caption": "来源页与教学任务；历史数值/材料未补证前不作真实桥精确复原" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "没有拱顶横撑，侧向力通过哪些构件闭合？", "dimension_facts": [ "南塘河截面为高1.2m×宽2.0m圆端扁管、壁厚20mm及C40内填；初拉吊杆的侧向回复属几何刚度。" ], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "建圆端1.2×2.0m/壁20mm内填拱肋，显示吊杆初拉力几何回复；需要初应力/几何非线性验证，不用线性杆冒充稳定分析" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。 南塘河截面为高1.2m×宽2.0m圆端扁管、壁厚20mm及C40内填；初拉吊杆的侧向回复属几何刚度。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥侧向/钢管混凝土局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M96", "title": "玉峰端横梁中的小拱：斜靠拱横向推力的闭合", "family": "arch", "family_label": "拱桥", "kind": "component", "summary": "局部端横梁/水平系索；复用M23全桥，横切端横梁拱梁组合、水平系索/锚固和小横梁；补详图/三维支承与横向荷载", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 170 ], "figure": "图4-114–4-115与正文", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M96-p170.jpg", "caption": "来源页与教学任务；历史数值/材料未补证前不作真实桥精确复原" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "两片向外斜的拱，为什么要靠端横梁连成一个整体？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用M23全桥，横切端横梁拱梁组合、水平系索/锚固和小横梁；补详图/三维支承与横向荷载" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部端横梁/水平系索", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M97", "title": "稀索与密索斜拉桥的同跨受力和锚固尺度", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "整桥索距/局部锚固；统一SI跨度/荷载做稀索和密索模型，显示梁弯矩/压轴力；锚区复用已有局部原型，施工阶段与换索另验", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 174, 173, 175 ], "figure": "图5-5–5-12", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M97-p174.jpg", "caption": "来源页与教学任务；历史数值/材料未补证前不作真实桥精确复原" } ], "model_id": "stayed_standard", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "索变多之后，主梁哪里变轻，哪里仍需局部加强？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "统一SI跨度/荷载做稀索和密索模型，显示梁弯矩/压轴力；锚区复用已有局部原型，施工阶段与换索另验" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥索距/局部锚固", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M98", "title": "无背索Alamillo桥的斜塔力矩平衡", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "异形整桥/塔底与索锚；补斜塔材料/重心/倾角/基础详图，实体剖切显示重量、索力、塔底反力；只靠照片不得定尺寸", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 176 ], "figure": "图5-16", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M98-p176.jpg", "caption": "来源页与教学任务；历史数值/材料未补证前不作真实桥精确复原" } ], "model_id": "stayed_single", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "背索消失后，谁来平衡斜拉索的力矩？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补斜塔材料/重心/倾角/基础详图，实体剖切显示重量、索力、塔底反力；只靠照片不得定尺寸" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "异形整桥/塔底与索锚", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M99", "title": "Ganter板拉与Odawara矮塔鞍座、芜湖索辅梁", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "整桥体系/索鞍与板拉局部；同组对照三个独立原型，剖开板内筋、塔顶鞍座/主梁锚点；按实际材料/连接补参，活载索力增量独立算", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 177, 176 ], "figure": "图5-17–5-20", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M99-p177.jpg", "caption": "来源页与教学任务；历史数值/材料未补证前不作真实桥精确复原" } ], "model_id": "extradosed", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "看起来塔都很矮，为什么参与传力的构件并不相同？", "dimension_facts": [ "Ganter板拉、Odawara矮塔鞍座、芜湖索辅梁分别为不同材料及连接体系，不能只改塔高冒充。" ], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同组对照三个独立原型，剖开板内筋、塔顶鞍座/主梁锚点；按实际材料/连接补参，活载索力增量独立算" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。 Ganter板拉、Odawara矮塔鞍座、芜湖索辅梁分别为不同材料及连接体系，不能只改塔高冒充。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥体系/索鞍与板拉局部", "real_bridge_replica": false }, { "id": "igkG876CojRhbWyVPD1c6T-L01-C1", "title": "加伦索曲线梁的三角形截面", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "桥面/下弦压管/横向构件；三种截面沿桥长变化需以原图校准；可切断取一节自由体，再合回整桥", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 247, 249 ], "figure": "原书案例构造图", "images": [ { "path": "../lightweight-bridges/images/L01_drawing_1.jpg", "caption": "单侧悬挂如何通过有高度的截面维持空间平衡？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "单侧悬挂如何通过有高度的截面维持空间平衡？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三种截面沿桥长变化需以原图校准；可切断取一节自由体，再合回整桥" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/igkG876CojRhbWyVPD1c6T/建模待办.json", "source_scope": "桥面/下弦压管/横向构件", "real_bridge_replica": false }, { "id": "igkG876CojRhbWyVPD1c6T-L01-C2", "title": "倾斜塔杆铰脚与高置主缆锚点", "family": "suspension", "family_label": "悬索与悬带", "kind": "component", "summary": "塔脚/主缆锚固；明确塔脚与两侧锚点高程；缺少连接尺寸须标教学假设；索初应力待求解", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 249 ], "figure": "原书案例构造图", "images": [ { "path": "../lightweight-bridges/images/L01_principle_1.jpg", "caption": "没有独立背索，什么几何条件参与塔杆的空间平衡？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "没有独立背索，什么几何条件参与塔杆的空间平衡？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "明确塔脚与两侧锚点高程；缺少连接尺寸须标教学假设；索初应力待求解" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/igkG876CojRhbWyVPD1c6T/建模待办.json", "source_scope": "塔脚/主缆锚固", "real_bridge_replica": false }, { "id": "igkG876CojRhbWyVPD1c6T-L02-C1", "title": "钢带桥圆弧鞍座、板缝与钢带", "family": "suspension", "family_label": "悬索与悬带", "kind": "component", "summary": "钢带/桥面板/锚固局部；剖切显示480×40mm钢带、分缝桥面板、鞍座与橡胶；未知鞍座半径、板厚待补；摩擦耗能不冒充已计算", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 260 ], "figure": "原书案例构造图", "images": [ { "path": "../lightweight-bridges/images/L02_detail_1.jpg", "caption": "极薄钢带在桥台转折处怎样过渡？板缝承担什么角色？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "极薄钢带在桥台转折处怎样过渡？板缝承担什么角色？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "剖切显示480×40mm钢带、分缝桥面板、鞍座与橡胶；未知鞍座半径、板厚待补；摩擦耗能不冒充已计算" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/igkG876CojRhbWyVPD1c6T/建模待办.json", "source_scope": "钢带/桥面板/锚固局部", "real_bridge_replica": false }, { "id": "igkG876CojRhbWyVPD1c6T-L03-C1", "title": "斜拱与钢带接触支承区", "family": "arch", "family_label": "拱桥", "kind": "component", "summary": "拱顶局部接触；放大并隔离左右钢带与拱，显示张力合成；补接触长度与面外连接，当前内核无接触求解", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 262 ], "figure": "原书案例构造图", "images": [ { "path": "../lightweight-bridges/images/L03_photo_1.jpg", "caption": "两侧钢带长度与荷载不同，拱上接触合力是否仍竖直？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "两侧钢带长度与荷载不同，拱上接触合力是否仍竖直？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "放大并隔离左右钢带与拱，显示张力合成；补接触长度与面外连接，当前内核无接触求解" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/igkG876CojRhbWyVPD1c6T/建模待办.json", "source_scope": "拱顶局部接触", "real_bridge_replica": false }, { "id": "igkG876CojRhbWyVPD1c6T-L05-C1", "title": "Hörn桥面铰与索驱动路径", "family": "movable", "family_label": "活动桥", "kind": "system_reference", "summary": "活动桥铰/驱动索；明确各铰轴和索的连通，验证机构自由度和长度约束，再做开合动画；25/26m口径保留来源", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 265 ], "figure": "原书案例构造图", "images": [ { "path": "../lightweight-bridges/images/L05_drawing_1.jpg", "caption": "半开状态的约束与闭合状态有何不同？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "半开状态的约束与闭合状态有何不同？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "明确各铰轴和索的连通，验证机构自由度和长度约束，再做开合动画；25/26m口径保留来源" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/igkG876CojRhbWyVPD1c6T/建模待办.json", "source_scope": "活动桥铰/驱动索", "real_bridge_replica": false }, { "id": "igkG876CojRhbWyVPD1c6T-L06-C1", "title": "杜伊斯堡板间铰和端部长度补偿", "family": "movable", "family_label": "活动桥", "kind": "component", "summary": "活动桥局部构造；逐板连接并突出端部补偿段；长度守恒与转轴先核，液压行程不能直接等同跨中上升量", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 269 ], "figure": "原书案例构造图", "images": [ { "path": "../lightweight-bridges/images/L06_drawing_1.jpg", "caption": "桥面上拱后路径增加，端部如何容纳？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "桥面上拱后路径增加，端部如何容纳？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "逐板连接并突出端部补偿段；长度守恒与转轴先核，液压行程不能直接等同跨中上升量" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/igkG876CojRhbWyVPD1c6T/建模待办.json", "source_scope": "活动桥局部构造", "real_bridge_replica": false }, { "id": "igkG876CojRhbWyVPD1c6T-L08-C1", "title": "Ripshorst空间拱的短柱与V形支撑", "family": "arch", "family_label": "拱桥", "kind": "component", "summary": "拱上桥面局部支撑；按原书横截面分区建模，显示桥面—支撑—拱肋传力；补拱轴三维坐标、连接刚度与截面，再验证面外响应", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（中英文本）", "book_id": "igkG876CojRhbWyVPD1c6T", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 252 ], "figure": "原书案例构造图", "images": [ { "path": "../lightweight-bridges/images/L08_drawing_1.jpg", "caption": "支撑为何沿桥长从中柱变为V形？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "支撑为何沿桥长从中柱变为V形？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "按原书横截面分区建模，显示桥面—支撑—拱肋传力；补拱轴三维坐标、连接刚度与截面，再验证面外响应" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/igkG876CojRhbWyVPD1c6T/建模待办.json", "source_scope": "拱上桥面局部支撑", "real_bridge_replica": false }, { "id": "aqXV5VfsDvKTunJ1P3rmrL:s-route", "title": "宜阳景观桥的接线与可达路径", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "S形主桥、两岸螺旋引桥、道路跨越、休息平台；规划层参数化路径；缺纵断面和坡度必须待补，不把平面外观建模当已验证通达性", "source_title": "2021年度桥梁美学进展（综述）", "book_id": "aqXV5VfsDvKTunJ1P3rmrL", "source_url": "https://www.wolai.com/aqXV5VfsDvKTunJ1P3rmrL", "pages": [ 12 ], "figure": "11", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/aqXV5VfsDvKTunJ1P3rmrL/p012.jpg", "caption": "图11宜阳桥，旁文给总长及宽度区间" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "已读原页；证据截图为原PDF页缩放，非工程图重绘", "question": "为什么桥的平面曲线不能脱离高程与接线路径判断？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "规划层参数化路径；缺纵断面和坡度必须待补，不把平面外观建模当已验证通达性" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/aqXV5VfsDvKTunJ1P3rmrL/建模待办.json", "source_scope": "S形主桥、两岸螺旋引桥、道路跨越、休息平台", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M06", "title": "米约高架桥顶推的前端塔与临时墩", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "整桥施工体系；滑动施工进度；显示永久墩、临时墩、前端索塔；补充资料：各阶段墩位、梁重、前塔索力、支点接触状态", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 519, 517, 518 ], "figure": "图7.87–7.88", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M06-p519.jpg", "caption": "不同顶推位置，主梁悬臂长度和受力路径怎样改变？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "不同顶推位置，主梁悬臂长度和受力路径怎样改变？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "滑动施工进度；显示永久墩、临时墩、前端索塔；补充资料：各阶段墩位、梁重、前塔索力、支点接触状态" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "整桥施工体系", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M08", "title": "Rion桥横向约束、保险构件与阻尼器", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "塔梁横向连接；同一节点切换日常/保险构件屈服/耗能状态；补充资料：屈服力、滞回规律、阻尼参数、位移限值", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 574 ], "figure": "图9.13", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M08-p574.jpg", "caption": "日常限制横移与地震耗能为何需要不同工作状态？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "日常限制横移与地震耗能为何需要不同工作状态？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同一节点切换日常/保险构件屈服/耗能状态；补充资料：屈服力、滞回规律、阻尼参数、位移限值" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "塔梁横向连接", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M09", "title": "Rion桥基础的土体加固与隔离层", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "桥塔基础剖切；分层剖切；区别承台连接桩与加固土中桩；补充资料：地层、加固桩、基础底面与碎石接触参数", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 575, 574 ], "figure": "图9.15", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M09-p575.jpg", "caption": "桩加固软土、碎石层与基础底面分别承担什么？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "桩加固软土、碎石层与基础底面分别承担什么？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "分层剖切；区别承台连接桩与加固土中桩；补充资料：地层、加固桩、基础底面与碎石接触参数" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "桥塔基础剖切", "real_bridge_replica": false }, { "id": "2VH4JDmRRUTQVmnQu1hxuu-M10", "title": "车辆改变桥面风作用几何", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "整桥横截面与车辆；统一三维桥面加载/移除车辆，保存同一正交视图；补充资料：原试验风向、模型、车辆位置、桥面附件", "source_title": "Cable Supported Bridges: Concept and Design（第3版，2012）", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 542, 541 ], "figure": "图8.23", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/M10-p542.jpg", "caption": "同一桥面，有列车和无列车为何是不同的气动外形？" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "同一桥面，有列车和无列车为何是不同的气动外形？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "统一三维桥面加载/移除车辆，保存同一正交视图；补充资料：原试验风向、模型、车辆位置、桥面附件" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/2VH4JDmRRUTQVmnQu1hxuu/建模待办.json", "source_scope": "整桥横截面与车辆", "real_bridge_replica": false }, { "id": "7Gdua5q7a8eDfhLwkMzTJH:nonconvergence", "title": "网络拱参数比较的有效性检查", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "同一研究桥的吊杆角度与计算状态；在配置比较旁显示收敛/松弛/失效状态；未完成有效求解的配置不得参与最轻方案排名", "source_title": "Design of Network Arch Bridges（Brito硕士论文）", "book_id": "7Gdua5q7a8eDfhLwkMzTJH", "source_url": "https://www.wolai.com/7Gdua5q7a8eDfhLwkMzTJH", "pages": [ 79, 80, 81, 82, 83, 84, 85, 86, 87, 88 ], "figure": "5.42、5.43及参数研究表", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/7Gdua5q7a8eDfhLwkMzTJH/p081.jpg", "caption": "81页明确记载65°–70°松弛吊杆删除后仍继续松弛的处理问题" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "已读原页；证据截图为原PDF页缩放，非工程图重绘", "question": "外形更轻或图线更平，能否据此宣称最优？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "在配置比较旁显示收敛/松弛/失效状态；未完成有效求解的配置不得参与最轻方案排名" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/7Gdua5q7a8eDfhLwkMzTJH/建模待办.json", "source_scope": "同一研究桥的吊杆角度与计算状态", "real_bridge_replica": false }, { "id": "ihXGNWw5BN1fqG3b83yqhf:material-zones", "title": "汲水门桥混凝土与组合梁区段", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "桥梁整体材料分区、典型混凝土与钢混截面；先做材料语义分区；节点、预应力和材料转换详构须补原始图纸，不由照片自行补齐", "source_title": "Leonhardt Andrä und Partner公司桥梁册（2020）", "book_id": "ihXGNWw5BN1fqG3b83yqhf", "source_url": "https://www.wolai.com/ihXGNWw5BN1fqG3b83yqhf", "pages": [ 28 ], "figure": "项目照片/示意，无独立图号", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/ihXGNWw5BN1fqG3b83yqhf/p028.jpg", "caption": "汲水门桥项目页材料与体系说明" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "已读原页；证据截图为原PDF页缩放，非工程图重绘", "question": "同一桥为何采用不同材料区段，其自重和施工选择怎样相关？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "先做材料语义分区；节点、预应力和材料转换详构须补原始图纸，不由照片自行补齐" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/ihXGNWw5BN1fqG3b83yqhf/建模待办.json", "source_scope": "桥梁整体材料分区、典型混凝土与钢混截面", "real_bridge_replica": false }, { "id": "messina-historic-offshore-piers", "title": "历史海中墩双曲面与大撑柱方案", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "顶部承台—双曲面斜杆或八大撑柱—底盘—海床；先核参数；否则明确教学假定，仅解释传力及施工约束", "source_title": "The Messina Strait Bridge A Challenge and a Dream (Fabio Brancaleoni, Giorgio Diana, Ezio Faccioli etc.) (Z-Library).pdf", "book_id": "oimDK4gE3KMz3qZK7cpD42", "source_url": "https://www.wolai.com/oimDK4gE3KMz3qZK7cpD42", "pages": [ 38 ], "figure": "图1.28", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/oimDK4gE3KMz3qZK7cpD42/p038-pier-alternatives.jpg", "caption": "平立面支持空间拓扑，微小尺寸仍模糊；历史研究方案非实桥" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "该形态的荷载路径、连接和支承怎样闭合？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "先核参数；否则明确教学假定，仅解释传力及施工约束" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/oimDK4gE3KMz3qZK7cpD42/建模待办.json", "source_scope": "顶部承台—双曲面斜杆或八大撑柱—底盘—海床", "real_bridge_replica": false }, { "id": "messina-maincable-hierarchy", "title": "钢丝—索股—四根主缆与紧缆防护层", "family": "suspension", "family_label": "悬索与悬带", "kind": "component", "summary": "主缆布置与单缆局部剖切；钢丝/索股层级、紧缆前后孔隙与缠丝保护；顺读第7章与附录2后核对版本/尺寸，再做分层教学几何；不把外轮廓圆面积当钢丝净面积", "source_title": "The Messina Strait Bridge A Challenge and a Dream (Fabio Brancaleoni, Giorgio Diana, Ezio Faccioli etc.) (Z-Library).pdf", "book_id": "oimDK4gE3KMz3qZK7cpD42", "source_url": "https://www.wolai.com/oimDK4gE3KMz3qZK7cpD42", "pages": [ 96 ], "figure": "第4章题页工程背景图，无图号", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/oimDK4gE3KMz3qZK7cpD42/p096-maincable-hierarchy.jpg", "caption": "四缆组间/组内布置、88股排列、紧缆外轮廓和部分组成表；原页裁切与标题遮挡，待正文补源" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "主缆为什么不能按同直径实心钢棒理解，紧缆前后外形与钢材面积如何区分？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "顺读第7章与附录2后核对版本/尺寸，再做分层教学几何；不把外轮廓圆面积当钢丝净面积" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未进行计算", "record_file": "_references/全库阅读记录_20260925/逐本/oimDK4gE3KMz3qZK7cpD42/建模待办.json", "source_scope": "主缆布置与单缆局部剖切；钢丝/索股层级、紧缆前后孔隙与缠丝保护", "real_bridge_replica": false }, { "id": "messina-single-twin-span", "title": "单主跨/双主跨与中央锚固塔偏载", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "整桥支点、两主跨、中央锚固与一跨偏载；不拼接不同方案尺寸；建立给定教学尺寸模型；求解后才显示位移，连接海中基础约束", "source_title": "The Messina Strait Bridge A Challenge and a Dream (Fabio Brancaleoni, Giorgio Diana, Ezio Faccioli etc.) (Z-Library).pdf", "book_id": "oimDK4gE3KMz3qZK7cpD42", "source_url": "https://www.wolai.com/oimDK4gE3KMz3qZK7cpD42", "pages": [ 37, 38, 39 ], "figure": "图1.26–1.29", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/oimDK4gE3KMz3qZK7cpD42/p038-two-span.jpg", "caption": "图1.27明示2×1750m；正文PDF37为2×1600m，先保留版本差异" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "该形态的荷载路径、连接和支承怎样闭合？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "建立给定教学尺寸模型；求解后才显示位移，连接海中基础约束" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/逐本/oimDK4gE3KMz3qZK7cpD42/建模待办.json", "source_scope": "整桥支点、两主跨、中央锚固与一跨偏载；不拼接不同方案尺寸", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M04", "title": "Rion基础砂砾层与加固土", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "桥塔基础/接触层；复用Gimsing同桥基础模型，三维分层显示加固土、砂砾层和基础；现内核不含土体接触/隔震求解", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 16 ], "figure": "图1-12–1-14", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M04-p016.jpg", "caption": "原文与剖面图仅为该书陈述；具体尺寸及层材料须对原设计来源核查" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "土体加固桩与基础是否必须刚性连成一个承台？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用Gimsing同桥基础模型，三维分层显示加固土、砂砾层和基础；现内核不含土体接触/隔震求解" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "桥塔基础/接触层", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M05", "title": "Rion塔梁横向保险连接与阻尼器", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "塔梁连接局部；复用Gimsing同桥节点，逐个显示纵向滑动/横向限制/超阈值耗能；不能以一条各向同刚度弹簧替代", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 17 ], "figure": "图1-15", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M05-p017.jpg", "caption": "照片标示中部保险连接及粘滞阻尼器；原书参数未作为计算输入" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "不同方向与不同荷载状态下，连接允许的运动为何不同？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用Gimsing同桥节点，逐个显示纵向滑动/横向限制/超阈值耗能；不能以一条各向同刚度弹簧替代" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "塔梁连接局部", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M107", "title": "塔梁纵向黏滞阻尼、间隙限位与动态锁定", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "局部装置/连接锚座；剖开活塞/缸体/介质/连接耳板，切换弹簧、黏滞、带间隙限位、锁定四种机理；不把静力折线当耗能回线，补C单位与真实尺寸", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 201, 200, 202, 203, 204 ], "figure": "图5-68–5-71、表5-12–5-13", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M107-p201.jpg", "caption": "原图内部保存；连接自由度/方向/装置参数待补，具体疑点见札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "慢慢热胀与快速相对运动，装置为何反应不同？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "剖开活塞/缸体/介质/连接耳板，切换弹簧、黏滞、带间隙限位、锁定四种机理；不把静力折线当耗能回线，补C单位与真实尺寸" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部装置/连接锚座", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M108", "title": "高边墩的横向支座与减震装置", "family": "component", "family_label": "索、塔与连接", "kind": "component", "summary": "局部墩梁连接/支座方向；同墩梁局部切换滑动/限位/阻尼，显示方向和实际连接；表中9.47e4冲突未解决前不作数值参考", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 204 ], "figure": "表5-14及正文", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M108-p204.jpg", "caption": "原图内部保存；连接自由度/方向/装置参数待补，具体疑点见札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "桥面横向少动一些，墩底是否就一定受力更小？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同墩梁局部切换滑动/限位/阻尼，显示方向和实际连接；表中9.47e4冲突未解决前不作数值参考" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部墩梁连接/支座方向", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M113", "title": "宽钢箱梁的刚度、质量与扭转运动", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "整桥/宽箱梁剖切；宽度滑块联动真实截面I/J/质量，扭转动画仅示意直到模态求解验证；原表宽度组及质量单位冲突不直接输入", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 216, 215 ], "figure": "表5-23–5-24，图5-89", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M113-p216.jpg", "caption": "原PDF内部来源图；假定、维度与表格冲突见逐页阅读札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "截面更宽、抗扭刚度更大，频率为何可能更低？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "宽度滑块联动真实截面I/J/质量，扭转动画仅示意直到模态求解验证；原表宽度组及质量单位冲突不直接输入" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/宽箱梁剖切", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M117", "title": "密索桥面的连续弹性支承等效", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "整桥局部梁段/索节点；从实体索过渡到等效竖向弹簧，显示节点N/m与分布N/m²区别；连续近似与离散梁杆逐级对比，负增量不直接当受压", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 225, 226, 227 ], "figure": "图5-99–5-100，式5.25–5.35", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M117-p225.jpg", "caption": "原书图页内部定位；模型边界和推导适用条件见连续阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "密集斜拉索如何限制一辆车引起的局部挠曲？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "从实体索过渡到等效竖向弹簧，显示节点N/m与分布N/m²区别；连续近似与离散梁杆逐级对比，负增量不直接当受压" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥局部梁段/索节点", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M118", "title": "自锚与地锚斜拉桥的侧移恢复力", "family": "suspension", "family_label": "悬索与悬带", "kind": "system_reference", "summary": "整桥空间/初应力；绕桥转到俯视，显示索初拉力恢复和梁轴压二阶效应；必须有初应力几何刚度验证后才给结果，线性引擎暂不承担", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 228, 229, 230 ], "figure": "图5-101–5-106", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M118-p228.jpg", "caption": "原书图页内部定位；模型边界和推导适用条件见连续阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "从侧面推动桥面，拉索与梁轴力分别做什么？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "绕桥转到俯视，显示索初拉力恢复和梁轴压二阶效应；必须有初应力几何刚度验证后才给结果，线性引擎暂不承担" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥空间/初应力", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M119", "title": "索塔弯曲峰值与背索弹性约束", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "塔柱局部/整体约束；实体塔柱显示弹性侧约束和轴力；区分给定位移与给定荷载，解析验证梁柱边界及稳定范围再做二阶动画", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 231, 232 ], "figure": "图5-108，式5.41–5.48", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M119-p231.jpg", "caption": "原书图页内部定位；模型边界和推导适用条件见连续阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "索塔的最大弯矩一定在塔底吗？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "实体塔柱显示弹性侧约束和轴力；区分给定位移与给定荷载，解析验证梁柱边界及稳定范围再做二阶动画" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "塔柱局部/整体约束", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M120", "title": "CFRP与钢组合索的束材和分阶段受力", "family": "component", "family_label": "索、塔与连接", "kind": "component", "summary": "材料/局部索束；分解纤维束、钢丝束和锚具，材性有来源；分初张拉目标与增量刚度，不把1400–2800m研究方案称实桥", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 234, 235 ], "figure": "图5-111–5-113", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M120-p234.jpg", "caption": "连续阅读发现的整桥/局部模型位置，原图仅内部依据；量纲/适用边界/缺项见逐页札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "恒载预先分给两种材料后，活载还能按同一比例分吗？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "分解纤维束、钢丝束和锚具，材性有来源；分初张拉目标与增量刚度，不把1400–2800m研究方案称实桥" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "材料/局部索束", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M123", "title": "苏通斜拉索护套与外置减振装置", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "局部护套/索端装置；补护套近照和索端实尺寸后剖切；表面纹理与耗能装置分别示意，未验证不输出减振百分比", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 245 ], "figure": "图5-129–5-131", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M123-p245.jpg", "caption": "连续阅读发现的整桥/局部模型位置，原图仅内部依据；量纲/适用边界/缺项见逐页札记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "凹坑护套、阻尼器和辅助索分别改变什么？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补护套近照和索端实尺寸后剖切；表面纹理与耗能装置分别示意，未验证不输出减振百分比" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部护套/索端装置", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M127", "title": "塞塞勒斜拉桥顶推临时体系", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "system_reference", "summary": "施工阶段/导梁与临时塔；三大阶段/八小步对应；临时导梁、排架、辅助塔、索5逐步激活，补阶段荷载与支座，动画不冒充阶段应力", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 249, 248 ], "figure": "图5-144", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M127-p249.jpg", "caption": "原图内部建模定位；局部尺寸和历史数据边界见逐页阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "桥还没合龙时，重量由谁承受？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三大阶段/八小步对应；临时导梁、排架、辅助塔、索5逐步激活，补阶段荷载与支座，动画不冒充阶段应力" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "施工阶段/导梁与临时塔", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M131", "title": "眼杆索链的销轴与受力接触", "family": "component", "family_label": "索、塔与连接", "kind": "component", "summary": "局部眼杆/销轴；三维拆解眼板、销轴、间隙，接触/应力集中只示原理直到接触分析验证；历史材料需明确不能泛称脆性", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 256, 255 ], "figure": "图6-4–6-7", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M131-p256.jpg", "caption": "原图内部建模定位；局部尺寸和历史数据边界见逐页阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "两根受拉杆的力怎样穿过一个销轴？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三维拆解眼板、销轴、间隙，接触/应力集中只示原理直到接触分析验证；历史材料需明确不能泛称脆性" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "局部眼杆/销轴", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M133", "title": "Rosenstein空间索与预应力桥面", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "整桥空间体系；补完整平立剖与空间坐标、塔脚/锚点；书载总长78.1m是总体尺度，隐蔽细节不由照片猜", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 260, 259 ], "figure": "图6-16(a)", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M133-p260.jpg", "caption": "原图内部建模定位；局部尺寸和历史数据边界见逐页阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "主缆不在竖直平面内，桥面如何维持空间平衡？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补完整平立剖与空间坐标、塔脚/锚点；书载总长78.1m是总体尺度，隐蔽细节不由照片猜" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥空间体系", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M135", "title": "Rogue River预应力混凝土悬带桥", "family": "suspension", "family_label": "悬索与悬带", "kind": "system_reference", "summary": "整桥/悬带锚固；以84.73m主跨/1.54m垂度做来源几何起点，补钢带或预应力束及桥台资料；未知截面不冒充实桥", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 260, 259 ], "figure": "图6-16(c)", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M135-p260.jpg", "caption": "原图内部建模定位；局部尺寸和历史数据边界见逐页阅读笔记。" } ], "model_id": "stress_ribbon", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "浅垂度桥面把多大的水平作用交给桥台？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "以84.73m主跨/1.54m垂度做来源几何起点，补钢带或预应力束及桥台资料；未知截面不冒充实桥" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/悬带锚固", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M136", "title": "塞汶箱梁与倾斜吊杆", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥局部/抗扭箱梁与吊杆；闭口箱截面、竖直/斜吊杆同桥比较，阻尼与疲劳按机理区分；不从外形推导颤振速度", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 259, 260 ], "figure": "图6-14–6-15", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M136-p259.jpg", "caption": "原图内部建模定位；局部尺寸和历史数据边界见逐页阅读笔记。" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "桥面扭转与吊杆应力循环，分别取决于什么？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "闭口箱截面、竖直/斜吊杆同桥比较，阻尼与疲劳按机理区分；不从外形推导颤振速度" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥局部/抗扭箱梁与吊杆", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M17", "title": "平行钢丝、钢绞线及防护层剖切", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "索材料/嵌套构造；复用Gimsing缆索截面库，逐层剥离护套/防护/钢丝或绞线；标注比例差异，轴向等效杆与真实细部层级分开", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 35, 36 ], "figure": "图2-25–2-29", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M17-p035.jpg", "caption": "不同来源PWS/SPWC术语需统一到明确中文构造名；材料发展判断保留原书年代" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "一根外观看似实心的索，内部怎样成束并获得防护？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用Gimsing缆索截面库，逐层剥离护套/防护/钢丝或绞线；标注比例差异，轴向等效杆与真实细部层级分开" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "索材料/嵌套构造", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M23", "title": "玉峰大桥斜靠拱与拱形端横梁", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥异形/端横梁；整桥定位端部→放大主拱/斜拱/曲线横梁交汇，先补实桥原始图纸尺寸，再建分析拓扑", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 47 ], "figure": "图2-58", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M23-p047.jpg", "caption": "有横向角度与局部尺寸，缺完整纵向/壁厚/连接；仅可先做几何示意" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "横向拱形端梁怎样把主拱和斜靠拱连接起来？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "整桥定位端部→放大主拱/斜拱/曲线横梁交汇，先补实桥原始图纸尺寸，再建分析拓扑" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥异形/端横梁", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M24", "title": "猎德大桥拱形桥塔", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥异形/桥塔；补总图/塔截面/主缆与塔连接来源；几何与受力解释分别验证，复用桥塔库", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 46 ], "figure": "图2-57", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M24-p046.jpg", "caption": "来源为照片及文字，不能据外形推断内部索鞍锚固" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "拱形塔的曲线怎样承接主缆传来的荷载？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补总图/塔截面/主缆与塔连接来源；几何与受力解释分别验证，复用桥塔库" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥异形/桥塔", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M33", "title": "摆轴散索鞍与锚跨协调", "family": "movable", "family_label": "活动桥", "kind": "component", "summary": "散索鞍局部/活动连接；三维可转摆轴，显示主缆/分股/底座之间相对运动和锚跨长度变化", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 56 ], "figure": "图2-77", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M33-p056.jpg", "caption": "摆动与辊动的自由度不同；历史优缺点需保留年代" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "散开索股与改变主缆方向需要怎样的不同构件？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "三维可转摆轴，显示主缆/分股/底座之间相对运动和锚跨长度变化" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "散索鞍局部/活动连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M39", "title": "石板坡复线桥跨中钢箱与混凝土梁", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "整桥混合/钢混结合段；建立变材料区段和钢混结合段模型；补全实际几何再分析，原书270m等效陈述不直接引用为计算结论", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 62 ], "figure": "图2-91", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M39-p062.jpg", "caption": "来源标330m主跨和108m钢箱段，缺接头详图与完整截面" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "相同重量从跨中还是桥墩附近减去，影响会相同吗？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "建立变材料区段和钢混结合段模型；补全实际几何再分析，原书270m等效陈述不直接引用为计算结论" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥混合/钢混结合段", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M41", "title": "旧金山湾东桥四分肢塔与剪力连接件", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "桥塔局部/耗能连接；四塔肢与横向剪力连接件可爆炸；常态传力和强震耗能分别说明，不使用假造滞回结果", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 63, 64 ], "figure": "图2-94", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M41-p063.jpg", "caption": "原图缺详细板件尺寸/材料；现内核不含屈服循环" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "连接件平时保持整体，强震时为什么允许先屈服？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "四塔肢与横向剪力连接件可爆炸；常态传力和强震耗能分别说明，不使用假造滞回结果" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "桥塔局部/耗能连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M43", "title": "Rion及苏通塔梁耗能装置位置", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "component", "summary": "塔梁局部/相对运动；复用Rion节点并加入桥端/苏通布置来源；动画显示相对运动方向，动力参数另补", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 65, 66 ], "figure": "图2-97–2-99", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M43-p065.jpg", "caption": "原文中间阻尼器与Gimsing保险连接名称有冲突，需严格区分破断件与耗能器" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "阻尼器两端一起移动时还能有效耗能吗？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "复用Rion节点并加入桥端/苏通布置来源；动画显示相对运动方向，动力参数另补" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "塔梁局部/相对运动", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M44", "title": "Happy Hollow无伸缩缝曲线桥", "family": "girder", "family_label": "梁桥对照", "kind": "system_reference", "summary": "整桥曲线/温变约束；几何示意关联曲线桥位移模型；同体系对比接缝与无缝边界，不凭外观自动设全固", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 72 ], "figure": "图3-9", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M44-p072.jpg", "caption": "来源只有照片和跨度/墩高范围，需补实际支承及桥台条件" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "去掉伸缩缝后，温度伸长由哪里吸收？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "几何示意关联曲线桥位移模型；同体系对比接缝与无缝边界，不凭外观自动设全固" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥曲线/温变约束", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M65", "title": "西万德巴赫弯桥面的拱梁组合", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "空间整桥/桥面连接；补平面轴线、拱板和连接关系；同一模型切正交视图，比较偏载扭转", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 113 ], "figure": "图4-14", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M65-p113.jpg", "caption": "37m主跨外缺完整轴线，不能从照片确定扭转边界" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "俯视的弯曲桥面，如何与下面的拱共同工作？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补平面轴线、拱板和连接关系；同一模型切正交视图，比较偏载扭转" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "空间整桥/桥面连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M71", "title": "明州双肢钢箱拱与端横梁", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥/拱肢横联；补钢箱截面、横联、拱脚和端横梁，局部切断看传力与稳定支承", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 117 ], "figure": "图4-28", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M71-p117.jpg", "caption": "照片不足以验证横向稳定" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "上下拱肢为何需要立柱和横撑？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补钢箱截面、横联、拱脚和端横梁，局部切断看传力与稳定支承" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥/拱肢横联", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M72", "title": "Bac de Roda直立拱与斜靠拱", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "空间整桥/拱脚；整桥旋转后放大两类拱脚，分别追踪水平力；复用玉峰斜靠体系的比较框架", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 118 ], "figure": "图4-30", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M72-p118.jpg", "caption": "来源称主拱闭合于梁、斜拱入地基，需原构造核对" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "相靠的两片拱，水平力一定走同一路径吗？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "整桥旋转后放大两类拱脚，分别追踪水平力；复用玉峰斜靠体系的比较框架" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "空间整桥/拱脚", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M75", "title": "Campo Volantin曲线桥面与倾斜拱", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "空间整桥/悬挑板；同模型透视/俯视/端视，标空间吊索与管形主梁；振动需独立验证", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 119 ], "figure": "图4-33", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M75-p119.jpg", "caption": "75m/15.3m只够主尺度，桥面曲线与吊点待补" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "换成俯视，才能看清哪一段力线偏离了梁轴？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "同模型透视/俯视/端视，标空间吊索与管形主梁；振动需独立验证" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "空间整桥/悬挑板", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M76", "title": "Butterfly双斜拱空间桥", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "空间整桥/吊杆连接；补原图后建双拱、桥面与索空间关系，复用偏载加载交互", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 119 ], "figure": "图4-34", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M76-p119.jpg", "caption": "32m跨度为来源，倾角/吊点/支承未提供" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "两片拱向外展开后，侧向力由哪里平衡？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "补原图后建双拱、桥面与索空间关系，复用偏载加载交互" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "空间整桥/吊杆连接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M78", "title": "Gateshead开启桥的同体旋转与铰轴", "family": "movable", "family_label": "活动桥", "kind": "system_reference", "summary": "活动整桥/驱动铰接；先建立轴线/索长/铰轴几何约束，再做开闭动画；各姿态支承/驱动力另核", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 119 ], "figure": "图4-36", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M78-p119.jpg", "caption": "缺机构尺寸不能凭照片自由旋转两个圆弧" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "桥面抬起时，索长、铰轴和重心怎样一起变化？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "先建立轴线/索长/铰轴几何约束，再做开闭动画；各姿态支承/驱动力另核" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "活动整桥/驱动铰接", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M93", "title": "新浜寺提篮拱与60度斜吊索", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "整桥空间几何；核矢高/横宽矛盾并补三维坐标；展示倾拱、索面、顶横撑、正投影视角匹配", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 168, 167 ], "figure": "图4-108–4-109", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M93-p168.jpg", "caption": "原页内部证据；缺失参数/原文尺度冲突见逐页札记" } ], "model_id": "arch_basket", "status": "教学变体关联；原桥/局部精确重建待办", "reading_status": "见既有逐页阅读日志", "question": "提篮拱向内倾斜后，吊索的锚点在三个方向怎样对应？", "dimension_facts": [ "新浜寺254m提篮拱、60°斜吊索、间距12m；图中矢高36000/3600mm冲突待核。" ], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "核矢高/横宽矛盾并补三维坐标；展示倾拱、索面、顶横撑、正投影视角匹配" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。 新浜寺254m提篮拱、60°斜吊索、间距12m；图中矢高36000/3600mm冲突待核。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥空间几何", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M104", "title": "1400m部分地锚试设计的梁段、索锚与施工状态", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "整桥进阶/箱梁剖切；仅作有来源的试设计几何候选；补逐索参数/初力/阶段后才分析，分清400m与800m不同目标和1400m拓扑改变", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 189, 190, 191, 192 ], "figure": "图5-43–5-52", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M104-p189.jpg", "caption": "原文图页用于内部定位；经验结论、试设计和缺失参数见阅读札记" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "把更多梁段的水平力交给地锚，改变的究竟是哪几项？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "仅作有来源的试设计几何候选；补逐索参数/初力/阶段后才分析，分清400m与800m不同目标和1400m拓扑改变" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "整桥进阶/箱梁剖切", "real_bridge_replica": false }, { "id": "cTxm8Y17AWLytFL44JkEBq-M19", "title": "索的面内面外振型与频率假定", "family": "component", "family_label": "索、塔与连接", "kind": "system_reference", "summary": "索构件/动力教学；使用三维方向和可暂停运动区分模态；先由独立解析基准验证动力，现静力内核不支持", "source_title": "桥梁结构体系（肖汝诚；文件前言2013）", "book_id": "cTxm8Y17AWLytFL44JkEBq", "source_url": "https://www.wolai.com/cTxm8Y17AWLytFL44JkEBq", "pages": [ 39, 40 ], "figure": "图2-38–2-40、式2.26–2.27", "images": [ { "path": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/M19-p039.jpg", "caption": "理想弦公式原图疑缺1/2；不可伸长垂索面内排序不能泛化" } ], "model_id": null, "status": "已读证据；三维待建", "reading_status": "见既有逐页阅读日志", "question": "平面内摆动和离开索平面摆动为何不同？", "dimension_facts": [], "assumptions": [ "来源未给出的尺寸不从照片量取；采用前读取所列页及逐本笔记。", "使用三维方向和可暂停运动区分模态；先由独立解析基准验证动力，现静力内核不支持" ], "limitations": "此条是来源位置，不代表独立建成模型；已阅读不等于已独立验证。", "analysis_status": "未建立／未验证", "record_file": "_references/全库阅读记录_20260925/建模证据/cTxm8Y17AWLytFL44JkEBq/建模待办.json", "source_scope": "索构件/动力教学", "real_bridge_replica": false }, { "id": "light-hooghly", "title": "胡格利桥：当地建造条件与组合桥面", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "开口钢梁格先承重，混凝土硬化后形成组合桥面；索在塔顶张拉。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 194, 195, 196, 197, 198, 199 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p194.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第194页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "182+457+182m，宽35m，塔122m；横梁间距4.10m，索距12.3m。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-evripos", "title": "Evripos：薄混凝土板斜拉体系", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "塔梁整体连接与薄板协作是本桥条件，不将板厚当通用参数。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 200 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p200.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第200页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "90+215+90m；混凝土板45cm。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-williamsburg-proposal", "title": "Williamsburg 1987替换竞赛方案", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "proposal", "summary": "旧桥侧方建塔、节段浮运，拆旧后横移新桥；未实施方案。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 201 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p201.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第201页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-linz-proposal", "title": "Linz 2003竞赛方案的分束主缆", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "suspension", "family_label": "悬索与悬带", "kind": "proposal", "summary": "12小索合成主索，借分束改善更换可达性；本书竞赛方案。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 202 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p202.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第202页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "12束的构造概念，缺逐束尺寸及临时承载验算。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-tingkau", "title": "汀九桥：三塔、纵横稳定索与分离桥面", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "桥址基础、通航与限高共同控制体系；中塔稳定索与横向索有不同任务。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 203, 205, 206, 209 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p203.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第203页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "127+448+475+127m；总宽40m，梁高1.75m，预制板24cm。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-patna", "title": "Patna 1971方案：基础代价与跨径", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "少量大跨与昂贵沉箱配合；本书明确未实施。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 210 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p210.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第210页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-prince-edward-proposal", "title": "Prince Edward 1988竞赛斜拉方案", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "proposal", "summary": "岸上预制大节段再浮运；后续采用浮运思想不等于斜拉方案建成。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 210 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p210.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第210页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "方案节段380m。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-gibraltar-proposal", "title": "Gibraltar浮筒基础桥方案", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "proposal", "summary": "桥址深水条件促成浮筒支承提案；仅供桥梁拓展判断。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 210 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p210.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第210页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "700m节段为提案数据，非实桥。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-glacis", "title": "Glacis：下承索、短压杆与混凝土桥面", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "主索与低位步行索分工；浇筑时逐步释放临时地锚力建立初始状态。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 211, 212, 214 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p211.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第211页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "42+76+46m；主承索每组4×118mm，步行带每侧2×106mm。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-nesenbach", "title": "Nesenbach：空间管桁架与整体混凝土板", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "混凝土板作上弦；齿键把管腹杆水平集中力传入板，连接两端隧道。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 215, 217, 218, 219 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p215.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第215页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "桥长151m；原书管径194/324mm，齿键构件约2m长50mm厚、齿宽80mm。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-kirchheim", "title": "Kirchheim/Teck：斜腿刚构与下张构件", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "下承预应力构件包混凝土，形态需与耐久及建造一起考虑；PDF221模糊页未作为尺寸依据。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 222 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p222.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第222页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "70m×6.5m；其余截面与预应力待核。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-leipzig", "title": "Leipzig入口桥：变截面刚架", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "girder", "family_label": "梁桥对照", "kind": "real_bridge", "summary": "加强端部并重分配弯矩，不能把恒载弯矩外形当全部荷载的唯一最优形状。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 222 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p222.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第222页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-s-arch", "title": "S形加劲拱与Schwandbach比较", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "平面弯曲桥面与加劲拱协作；比较同形态在移动荷载下的不同弯矩。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 224, 225 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p224.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第224页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "书中Schwandbach中英年份冲突，本文不取该年份。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-ingolstadt", "title": "Ingolstadt铁路桥：波状受拉腹板与受压下弦", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "向上弯曲的腹板仍是钢梁腹板；英文确认主要受拉，不能因外形直接称拱。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 228 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p228.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第228页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "两个55m主跨。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-havel", "title": "Havel铁路桥：斜交、多线与空间组织", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "并排铁路、斜交和场地约束影响外形与构造。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 229, 230 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p229.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第229页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "七线；76°斜交为原书角度口径；主跨72m，边跨25m。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-neckar-proposal", "title": "Neckar铁路桥方案", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "proposal", "summary": "记录本书预期建造的方案，不推定当前建成状态。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 230 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p230.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第230页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-humboldt", "title": "Humboldt Harbor：管拱、双T梁与铸钢节点", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "把焊缝移至节点外并接近垂直管轴，以利制造与检查。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 231, 232, 233, 234 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p231.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第231页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "管拱60m；管外径660mm、壁厚100mm；双T梁高1.7m；线路数中英不一致待核。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-pragsattel", "title": "Pragsattel：树形柱分支承托薄板", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "girder", "family_label": "梁桥对照", "kind": "real_bridge", "summary": "分叉缩短桥面局部自由长度，仍需冲切、连接与空间稳定检验。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 240, 241 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p240.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第240页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-heilbronner", "title": "Heilbronner：加劲钢管拱与桥面协作", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "与树形柱桥比较构件重组，桥面自身参与稳定与整体作用。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 240, 241 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p240.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第240页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-hanover", "title": "Hanover世博入口模块桥", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "同一模块沿宽度和长度组合；拉杆累积不能脱离角度及截面解释。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 242, 243, 244 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p242.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第242页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "模块7.5m；总长135m与最大跨45m不是同一量。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-hessenring", "title": "Hessenring：拉杆与穿筋石柱", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "材料替换同时改变节点、预应力与耐久要求。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 245, 246 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p245.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第245页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "跨46m；16根拉杆；石柱内穿预应力筋。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-deutsches", "title": "Deutsches Museum：可见测量的人行桥", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "玻璃桥面与传感测量让使用者观察响应；必须区别测量值与模拟值。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 250, 251 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p250.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第250页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-reedy", "title": "Reedy River：为瀑布视线选择外侧悬挂", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "曲线桥面与外侧悬挂共同组织受力和景观。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 251 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p251.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第251页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-rosenstein", "title": "Rosenstein：空间悬索与可检修锚固", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "与后期外露可分离锚头对照，检修可达性改变构造。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 257, 258 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p257.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第257页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-mosbach", "title": "Mosbach：两跨混凝土应力带", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "桥台、柱与桥面整体连接；具弯曲刚度，不能逐跨按独立简支索。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 261 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p261.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第261页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "两跨34m与27m。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-rostock-north", "title": "Rostock北桥：摆柱、多跨钢带与鞍座", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "摆柱与钢板鞍座使邻跨通过水平作用协作，偏载尤其重要。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 261 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p261.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第261页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "27+38+27m；预制桥面板厚12cm。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "light-systems", "title": "梁、桁架、拱与索：同一跨越任务的重组", "book_id": "igkG876CojRhbWyVPD1c6T", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "先改构件与连接，再判断外荷载平衡、初张力和几何稳定。", "source_title": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本）", "source_url": "https://www.wolai.com/igkG876CojRhbWyVPD1c6T", "pages": [ 307, 308, 309, 310 ], "figure": "原书案例图，具体图号待细化", "images": [ { "path": "evidence/light-more/p307.jpg", "caption": "轻·远：德国约格·施莱希和鲁道夫·贝格曼的轻型结构（2004，中英文本），PDF第307页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "309页双索例P=2V时下段松弛，之后线性双向杆不再适用。" ], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-hulme", "title": "Hulme Arch", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "不对称吊杆把斜交拱与桥面组织为明确空间体系。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 3, 4, 8 ], "figure": "图1a、图3、图9a", "images": [ { "path": "evidence/diagonal/p003.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第3页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-campo", "title": "Campo Volantín", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "曲线桥面与倾斜拱的空间作用，不仅是平面转角。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 3 ], "figure": "图1b", "images": [ { "path": "evidence/diagonal/p003.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第3页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-gateshead", "title": "Gateshead Millennium", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "movable", "family_label": "活动桥", "kind": "real_bridge", "summary": "桥面与拱同体开启，运营与开启状态须区分。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 3 ], "figure": "图1c", "images": [ { "path": "evidence/diagonal/p003.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第3页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-murcia", "title": "Murcia医院步桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "空间拱的不同构形来源，照片只作观察。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 3 ], "figure": "图1d–e", "images": [ { "path": "evidence/diagonal/p003.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第3页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-galindo", "title": "Galindo桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "非平面拱轴及空间荷载路径。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 3 ], "figure": "图1f", "images": [ { "path": "evidence/diagonal/p003.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第3页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-margaret", "title": "Margaret Hunt Hill", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "横置拱与索桥塔分类边界应由构件工作解释。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 5 ], "figure": "图5", "images": [ { "path": "evidence/diagonal/p005.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第5页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-nagoya", "title": "Nagoya Port步桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "局部圆形加宽避让两根主吊索，不能只看造型。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 6 ], "figure": "图6a", "images": [ { "path": "evidence/diagonal/p006.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第6页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-plankstetten", "title": "Plankstetten桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "外挑短悬臂把吊杆锚点移到净空之外。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 6 ], "figure": "图6b", "images": [ { "path": "evidence/diagonal/p006.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第6页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-southgate", "title": "Southgate桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "拱顶附近三角刚性单元与宽于桥面的横向底边。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 6 ], "figure": "图6c", "images": [ { "path": "evidence/diagonal/p006.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第6页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-haneda", "title": "Haneda Sky Arch", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "横置拱与限定锚索区相配合，属于论文PAB分类。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 6 ], "figure": "图7", "images": [ { "path": "evidence/diagonal/p006.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第6页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-nordstern-double", "title": "Nordsternpark双拱步桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "两条平行对角拱、连续加宽桥面与圆管截面。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 7 ], "figure": "图8a", "images": [ { "path": "evidence/diagonal/p007.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第7页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-nordstern", "title": "Nordsternpark拱桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "管拱与桥面空间关系的另一变体。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 7 ], "figure": "图8b", "images": [ { "path": "evidence/diagonal/p007.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第7页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-lehrhovebruch", "title": "Lehrhovebruch步桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "对角拱与桥面横向净空安排。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 7 ], "figure": "图8c", "images": [ { "path": "evidence/diagonal/p007.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第7页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-tzu", "title": "TZU曲线步桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "曲线桥面使索锚点与横向传力沿桥改变。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 7 ], "figure": "图8d", "images": [ { "path": "evidence/diagonal/p007.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第7页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-newport", "title": "Newport Street桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "俯视辨认拱—桥面平面夹角与锚点线。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 8 ], "figure": "图9b", "images": [ { "path": "evidence/diagonal/p008.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第8页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-clyde", "title": "Clyde Arc", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "俯视和横断位置必须结合，照片不足以给完整尺寸。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 8 ], "figure": "图9c", "images": [ { "path": "evidence/diagonal/p008.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第8页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-gogarburn", "title": "Gogarburn桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "相似形态下边界与构件位置仍需独立检查。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 8 ], "figure": "图9d", "images": [ { "path": "evidence/diagonal/p008.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第8页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-taff", "title": "River Taff Central Link", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "不对称吊杆布置与斜向拱组合。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 8 ], "figure": "图9e", "images": [ { "path": "evidence/diagonal/p008.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第8页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-ramstore", "title": "Ramstore桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "沿跨变化的加宽区回应吊索净空。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 8 ], "figure": "图9f", "images": [ { "path": "evidence/diagonal/p008.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第8页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-hillsboro", "title": "Hillsboro Main Street铁路桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "钢筋混凝土对角拱，材料与空间形态同时变化。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 8 ], "figure": "图10", "images": [ { "path": "evidence/diagonal/p008.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第8页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-ap36", "title": "AP-36高速公路跨线桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "钢管混凝土对角拱，不等于仅给钢拱表面换材质。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 9 ], "figure": "图11", "images": [ { "path": "evidence/diagonal/p009.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第9页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-jk", "title": "Juscelino Kubitschek桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "相邻拱视觉连续但中间桥面有支墩，不能推定连续受力。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 9 ], "figure": "图12", "images": [ { "path": "evidence/diagonal/p009.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第9页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-zhivopisny", "title": "Zhivopisny桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "横置拱与桥面、悬挂附属体的传力须分开。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 9 ], "figure": "图13", "images": [ { "path": "evidence/diagonal/p009.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第9页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-deizisau", "title": "Deizisau步桥提案", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "proposal", "summary": "三维合理压力形态的方案线索，正文未给完整重建图。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 10 ], "figure": "正文列举", "images": [ { "path": "evidence/diagonal/p010.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第10页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-nine-elms", "title": "Nine Elms桥提案", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "proposal", "summary": "空间桥方案线索；当前建设状态未更新。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 10 ], "figure": "正文列举", "images": [ { "path": "evidence/diagonal/p010.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第10页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-salford", "title": "Salford步桥方案", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "proposal", "summary": "空间拱轴与受力路径共同塑形。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 10 ], "figure": "图14", "images": [ { "path": "evidence/diagonal/p010.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第10页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-fukuyama", "title": "Fukuyama Dongguan桥（原文名称）", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "原文审美评价不是统一材料效率验证；桥名待追原始项目源。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 10 ], "figure": "正文列举", "images": [ { "path": "evidence/diagonal/p010.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第10页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-incheon", "title": "Incheon Maglev拱桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "空间形态的性能需同工况比较，不能按照片评安全。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 10 ], "figure": "图15a", "images": [ { "path": "evidence/diagonal/p010.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第10页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-seafarers", "title": "Seafarers桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "以构件和连接解释造型，保留原图摄影署名。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 10 ], "figure": "图15b", "images": [ { "path": "evidence/diagonal/p010.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第10页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-andre-bord", "title": "Pont André-Bord", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "两拱脚分处桥面两侧，满足本文DAB判据。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 11 ], "figure": "图17", "images": [ { "path": "evidence/diagonal/p011.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第11页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-tiergarten", "title": "Tiergartenbrücke", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "两拱脚同侧，按本文定义不属DAB，但仍有空间作用。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 11 ], "figure": "图18", "images": [ { "path": "evidence/diagonal/p011.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第11页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-slodowa", "title": "Slodowa Island步桥", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "同侧拱脚是分类边界，名称不能代替受力模型。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 12 ], "figure": "图19a", "images": [ { "path": "evidence/diagonal/p012.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第12页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-observatoire", "title": "Pont de l’Observatoire", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "旋转外形并不自动满足DAB几何判据。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 12 ], "figure": "图19b", "images": [ { "path": "evidence/diagonal/p012.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第12页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-tere", "title": "Te Rewa Rewa", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "real_bridge", "summary": "刚性吊杆可承担弯剪，不能用柔索单元一概替代。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 23 ], "figure": "图39", "images": [ { "path": "evidence/diagonal/p023.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第23页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-parameter-family", "title": "空间拱的参数族：转角、倾角、曲线与多拱", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "拱绕竖轴的平面角、拱平面倾角、支承斜交角是三种不同参数。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 13 ], "figure": "图21a–n", "images": [ { "path": "evidence/diagonal/p013.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第13页；图中原署名保留，页码不是印刷页码。" } ], "model_id": "arch_inclined", "status": "关联原创教学变体；并非实桥复原", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-clearance", "title": "斜吊索、净空盒与桥面加宽", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "先检查净空，再安排外挑锚点；加宽同时带来横梁弯矩。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 15, 16 ], "figure": "图22–26", "images": [ { "path": "evidence/diagonal/p015.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第15页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-research", "title": "100m普通拱与对角拱的线弹性研究基准", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "research_model", "summary": "研究桥身份明确；不同吊杆拓扑与拱方向同时变化，不是单变量试验。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 17, 18, 20 ], "figure": "图28–34、表1", "images": [ { "path": "evidence/diagonal/p017.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第17页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [ "参考跨度100m、矢高20m、吊点距5m、受载宽8m；拱箱1.25×1.25m、壁厚0.03m；桥面箱5×1m、壁厚0.02m；吊杆Ø0.08m。", "拱/桥面E=200GPa，吊杆E=160GPa；附加恒载3kN/m²，加载区域活载5kN/m²。" ], "assumptions": [ "原文缺完整节点表、准确平面角、支承自由度清单、G/泊松比及锚点偏心实施方式，尚未复现原曲线。", "图29 q1半跨全宽、q2全跨全宽、q3两半跨交替半宽；q3不是全跨同侧偏载。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "diagonal-fishbone", "title": "鱼脊主梁与斜向系杆路径", "book_id": "qBF1WUz4fjbK3iEuPMf4mL", "family": "arch", "family_label": "拱桥", "kind": "system_reference", "summary": "系杆必须沿实际力路连接两拱脚，斜穿桥面的主梁有传力意义。", "source_title": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges", "source_url": "https://www.wolai.com/qBF1WUz4fjbK3iEuPMf4mL", "pages": [ 16, 21, 22 ], "figure": "图27、35–38", "images": [ { "path": "evidence/diagonal/p016.jpg", "caption": "The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges，PDF第16页；图中原署名保留，页码不是印刷页码。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-dischinger", "title": "Dischinger悬索—斜拉组合概念", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "hybrid", "family_label": "组合体系", "kind": "system_reference", "summary": "主缆与直斜索共同分担，作用比例须由平衡、协调和初态求得。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 32 ], "figure": "图1.24", "images": [ { "path": "evidence/gimsing/p032.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第32页，图1.24；图中署名保留。" } ], "model_id": "hybrid_cable", "status": "关联原创教学变体；并非实桥复原", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-brooklyn", "title": "Brooklyn：主缆与斜索并存", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "主缆曲率与斜索分担有关，斜索不能只作装饰。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 19 ], "figure": "图1.7", "images": [ { "path": "evidence/gimsing/p019.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第19页，图1.7；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-katsushika", "title": "Katsushika Harp：S形桥面与空间索力", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "对称索力下部分水平分量可相互平衡，偏载不保此条件。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 61, 62 ], "figure": "图1.70", "images": [ { "path": "evidence/gimsing/p062.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第62页，图1.70；图中署名保留。" } ], "model_id": "stayed_spatial", "status": "关联原创教学变体；并非实桥复原", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-alamillo", "title": "Alamillo：无背索斜塔", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "后倾重塔与轻桥面平衡部分恒载；活载仍引起梁塔弯曲。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 69, 70 ], "figure": "图1.83", "images": [ { "path": "evidence/gimsing/p070.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第70页，图1.83；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-clark", "title": "Clark：中央塔与倾斜双索面", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "车辆净空、桥面宽度和索倾斜联动。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 71, 72 ], "figure": "图1.86", "images": [ { "path": "evidence/gimsing/p072.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第72页，图1.86；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-hartman", "title": "Fred Hartman：双幅桥面与菱形塔", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "两幅桥面与塔肢并非互不联系；横向连接闭合水平作用。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 73 ], "figure": "图1.88", "images": [ { "path": "evidence/gimsing/p073.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第73页，图1.88；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-erasmus", "title": "Erasmus：折塔与陡背索", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "折塔的杆轴、偏心及塔底力矩需要真正连接解释。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 74 ], "figure": "图1.90", "images": [ { "path": "evidence/gimsing/p074.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第74页，图1.90；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-mariansky", "title": "Mariánský：无背索倾塔与边跨刚接", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "外观近似Alamillo，倾覆作用传给地基的路径却不同。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 78, 79 ], "figure": "图1.97", "images": [ { "path": "evidence/gimsing/p079.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第79页，图1.97；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-youngjong", "title": "Youngjong：自锚、倾斜索面与双层桁架", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "深桁架与索共同作用；不能因作者评价而任意删索。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 82 ], "figure": "图1.103", "images": [ { "path": "evidence/gimsing/p082.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第82页，图1.103；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-millennium", "title": "Millennium步桥：轻型悬索与行人作用", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "横向舒适度与人桥相互作用需原始工程报告，静力颜色不替代动力检验。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 83, 84 ], "figure": "图1.104；PDF84图1.105为增设阻尼器", "images": [ { "path": "evidence/gimsing/p083.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第83页，图1.104；PDF84图1.105为增设阻尼器；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-jiangdong", "title": "江东桥：横向倾斜索面与中央塔", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "侧向索面在三维里承担分力，纵向立面不能说明全部作用。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 87, 88 ], "figure": "图1.111", "images": [ { "path": "evidence/gimsing/p088.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第88页，图1.111；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-stonecutters", "title": "昂船洲：双箱与重边跨", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "地基、净空和场地限制影响自锚选择；重边跨与轻主跨有分工。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 88, 89 ], "figure": "图1.112", "images": [ { "path": "evidence/gimsing/p088.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第88页，图1.112；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-xihoumen", "title": "西堠门：不对称塔下横梁和梁端约束", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "suspension", "family_label": "悬索与悬带", "kind": "real_bridge", "summary": "外观不对称与不同边界条件相关，不为统一外观抹掉伸缩连接。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 89, 90 ], "figure": "图1.114", "images": [ { "path": "evidence/gimsing/p090.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第90页，图1.114；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-third-forth", "title": "Third Forth：交叠索扇稳定中塔的方案", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "proposal", "summary": "按本书2012方案语境记录；交叉索在空间相交处不自动连接。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 90, 91 ], "figure": "图1.115", "images": [ { "path": "evidence/gimsing/p091.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第91页，图1.115；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-messina-proposal", "title": "Messina三箱桥面方案", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "suspension", "family_label": "悬索与悬带", "kind": "proposal", "summary": "按本书方案身份记录；三个箱、横梁与缆索有明确分工。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 91 ], "figure": "图1.116", "images": [ { "path": "evidence/gimsing/p091.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第91页，图1.116；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-indiano", "title": "Indiano地锚斜拉桥的施工顺序", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "先支架成梁再建塔索，不能套所有自锚桥双悬臂流程。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 53 ], "figure": "图1.56", "images": [ { "path": "evidence/gimsing/p053.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第53页，图1.56；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-normandy", "title": "Normandy：钢与混凝土纵向分区", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "中央钢段、近塔及边跨混凝土是混合梁；塔梁固连有温度代价。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 73, 74 ], "figure": "图1.89", "images": [ { "path": "evidence/gimsing/p073.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第73页，图1.89；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-alex-fraser", "title": "Alex Fraser：悬臂钢梁后成组合桥面", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "混凝土硬化前不能赋最终组合刚度。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 61 ], "figure": "图1.69", "images": [ { "path": "evidence/gimsing/p061.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第61页，图1.69；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-mannheim", "title": "Mannheim-Ludwigshafen：混凝土重边跨", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "重边跨有助抵消背索上拔，局部轻量化并非全桥目标。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 49 ], "figure": "图1.49", "images": [ { "path": "evidence/gimsing/p049.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第49页，图1.49；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-tatara", "title": "多多罗：边跨配重与材料分区", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "hybrid", "family_label": "组合体系", "kind": "real_bridge", "summary": "边跨混凝土同时承担配重作用，材料位置服务整体平衡。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 80 ], "figure": "图1.100", "images": [ { "path": "evidence/gimsing/p080.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第80页，图1.100；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-rama", "title": "Rama IX：中央单索面与多室箱梁", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "单索面不直接形成双侧抗扭力偶，需要桥面抗扭体系。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 62 ], "figure": "图1.71", "images": [ { "path": "evidence/gimsing/p062.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第62页，图1.71；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-faro", "title": "Farø：菱形塔与单基础", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "塔形来自桥址及基础条件，不只是一种外观模板。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 59, 60 ], "figure": "图1.67", "images": [ { "path": "evidence/gimsing/p060.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第60页，图1.67；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false }, { "id": "gimsing-zarate", "title": "Zarate-Brazo Largo：非对称公铁荷载", "book_id": "2VH4JDmRRUTQVmnQu1hxuu", "family": "cable_stayed", "family_label": "斜拉桥", "kind": "real_bridge", "summary": "铁路偏一侧使两索面规格不同，偏载不能在居中梁模型中消失。", "source_title": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012）", "source_url": "https://www.wolai.com/2VH4JDmRRUTQVmnQu1hxuu", "pages": [ 54 ], "figure": "图1.58", "images": [ { "path": "evidence/gimsing/p054.jpg", "caption": "Cable Supported Bridges: Concept and Design（Gimsing、Georgakis，第3版，2012），PDF第54页，图1.58；图中署名保留。" } ], "model_id": null, "status": "已读来源；三维待建", "reading_status": "既有日志逐页已读；本轮补来源图", "dimension_facts": [], "assumptions": [ "没有完整施工图与全套分析输入；未注明的尺寸均待核，不与教学变体尺寸混用。" ], "limitations": "按原文出版时状态登记；竞赛、未建方案及历史纪录不当作当前事实。", "question": "哪些连接与支承使这种外形形成可闭合的传力路径？", "analysis_status": "未建立／未验证", "real_bridge_replica": false } ], "construction": [ { "id": "girder_falsework", "family": "girder", "title": "支架现浇", "url": "../construction-methods.html#girder_falsework", "summary": "梁还没有形成时，先看模板下的支架；再观察浇筑、张拉和卸架怎样改变支承。", "stages": [ "地基与支架搭设", "底模、侧模与钢筋", "分区浇筑梁体", "满足条件后张拉", "顶托卸落、支架退出" ], "scope": "构件及机械动作教学示意，不是设备设计或施工阶段受力验算；可拖动进度，往返比较施工阶段。", "sources": [ { "title": "Doka — Load-bearing tower Staxo 100", "url": "https://www.doka.com/in/system-groups/doka-load-bearing-systems/shoring-towers/load-bearing-tower-staxo-100/index", "supports": "支架立杆、水平联系、斜撑、底座、顶托及卸架工序。" } ], "status": "已有交互资源，本轮复用" }, { "id": "girder_steel_concrete_composite", "family": "girder", "title": "钢混组合梁：浇筑、硬化与两阶段受力", "url": "../construction-methods.html#girder_steel_concrete_composite", "summary": "钢梁先承受自重与湿混凝土重量；混凝土硬化后，钢与混凝土共同承担铺装、车辆等新增荷载。观察已有变形如何保留，以及二期应变怎样协调。", "stages": [ "架设钢梁，自重逐渐作用", "自承模板内浇筑湿混凝土", "混凝土在已有形状上硬化", "拆除模板，保留一期变形", "铺装与车辆加载，形成二期增量" ], "scope": "短期线弹性、完全组合、均布荷载下的简支梁解析教学算例。施工中由钢梁自承模板，无落地支架；模板质量忽略，拆模不引起荷载转移。未进行整体桥梁、连接件或施工稳定验算。", "sources": [ { "title": "FHWA：钢梁与组合截面的分阶段受力", "url": "https://www.fhwa.dot.gov/bridge/lrfd/us_ds3.cfm", "supports": "先期恒载由钢截面承担，后期荷载由组合截面承担。" }, { "title": "Autodesk：组合截面的分阶段施工算例3.8", "url": "https://help.autodesk.com/cloudhelp/ENU/ASBD-Tutorials/files/section_analysis/ASBD_Tutorials_section_analysis_StagedConstructionOfACompositeSection_html.html", "supports": "初始钢梁应变进入后续组合截面分析；其30 m原例与本页8 m教学参数不同。" } ], "status": "已有交互资源，本轮复用" }, { "id": "girder_launching_gantry", "family": "girder", "title": "架桥机整片梁架设与换步过孔", "url": "../construction-methods.html#girder_launching_gantry", "summary": "先架梁，再看机器自己过孔：支腿轮流收起、前移、落稳，主桁分两次向前迈进。", "stages": [ "本孔前四片梁已安装，双天车完成最后一片T梁", "横隔板与梁间接缝形成连接，确认已成梁段具备过孔承载条件", "尾腿收起换位，前中腿保持承托", "主桁第一次前移，前临时腿到下一墩接载", "中腿收起沿主桁前移并重新落位", "前腿本体收起，前天车单独吊运下部横移轨道", "前腿沿主桁移至新轨道，重新连接并接载", "前中腿承托，收起尾腿及临时腿，主桁第二次前移", "尾腿再次落位，完成一孔距离的过孔" ], "scope": "依据同一JQG四支承动作族组织过孔，直线平坡教学化；展示完成全孔与横向联结后的荷载通路，不替代厂家说明书、设备验算、混凝土强度评定或施工方案。", "sources": [ { "title": "浙江中建路桥设备有限公司原始专利 CN109763430A", "url": "https://patents.google.com/patent/CN109763430A/zh", "supports": "图1、图20—23及步骤9—12支持尾/中/前/前临时四支承、反滚轮移桁、倒中腿、天车独立移轨、前腿重接和再次移桁；原文为曲线坡桥，本动画改用直线平坡教学尺寸，不模拟其转角或加高节配置。" }, { "title": "浙江交工国际工程有限公司《基于可调式吊具梁板安装施工工法》", "url": "https://zjjcmspublic.oss-cn-hangzhou-zwynet-d01-a.internet.cloud.zj.gov.cn/jcms_files/jcms1/web3162/site/attach/0/a171bd4a25d645889bce9711bcafbc88.pdf", "supports": "第7页5.2.5及图5.2.5-1说明同系列过孔组织，第9页设备表列JQG180t/40m与50m，第11页给出T梁工程应用；用于印证本模块选择公路整片T梁的JQG动作族。" }, { "title": "浙江中建路桥设备有限公司—架桥机产品介绍", "url": "https://www.zjzjlq.com/product/1.html", "supports": "厂家说明该产品族适用于T形公路梁及箱、板梁；本模块为程序化教学示意，不复刻其整机尺寸或额定参数。" } ], "status": "已有交互资源，本轮复用" }, { "id": "girder_span_cast", "family": "girder", "title": "逐孔移动模架现浇", "url": "../construction-methods.html#girder_span_cast", "summary": "本孔在移动模架上现浇。梁体留下，模架落模、打开并向下一孔推进。", "stages": [ "墩旁托架承托主桁", "闭合底模与侧模", "本孔混凝土浇筑和张拉", "落模并横向打开避让桥墩", "模架纵移至下一孔再闭合" ], "scope": "构件及机械动作教学示意，不是设备设计或施工阶段受力验算；可拖动进度，往返比较施工阶段。", "sources": [ { "title": "Strukturas — Movable Scaffolding System", "url": "https://strukturas.no/bridge-building-equipment/movable-scaffolding-system/", "supports": "下行式及上行式移动模架；现浇梁形成后模架向下一孔移动。" } ], "status": "已有交互资源，本轮复用" }, { "id": "girder_span_precast", "family": "girder", "title": "逐孔预制节段拼装", "url": "../construction-methods.html#girder_span_precast", "summary": "节段先逐块悬挂，连接并施加整孔预应力后，才把本孔荷载转交永久支座。", "stages": [ "架桥设备跨越本孔", "节段逐块提升并悬挂", "对位合缝与整孔预应力", "整孔落梁转交永久支座", "解除吊杆、设备前移" ], "scope": "构件及机械动作教学示意，不是设备设计或施工阶段受力验算；可拖动进度，往返比较施工阶段。", "sources": [ { "title": "Freyssinet — Precast segmental erection methods", "url": "https://www.freyssinet.com/solution/build/bridge-deck-construction/precast-segmental-erection/", "supports": "逐孔悬挂拼装、悬臂拼装、桥面提升架和预制梁架设的工序区别。" } ], "status": "已有交互资源，本轮复用" }, { "id": "girder_cantilever_cast", "family": "girder", "title": "挂篮悬臂浇筑", "url": "../construction-methods.html#girder_cantilever_cast", "summary": "黄色挂篮把模板吊在梁端下方，混凝土在模板内形成新梁段；张拉完成，开模、落模，再前移。", "stages": [ "墩顶零号块及固结条件", "挂篮后锚、前吊带与底模就位", "两侧节段配合浇筑", "张拉后卸模、挂篮前移", "重复循环、边跨合龙" ], "scope": "两侧各9个3 m变高节段的教学模型，梁高4.2→1.6 m；两端同步循环用于对照观察。模板开合、接缝空间及设备尺度为教学假设，不模拟实际浇筑流动、强度增长或设备承载力。", "sources": [ { "title": "Doka — Balanced Cantilevered Bridge", "url": "https://www.doka.com/en/projects/bridges/balanced-cantilevered-bridge", "supports": "挂篮上部承重框架、吊挂模板及逐段前移；教学几何不采用厂家产品设计参数。" }, { "title": "ULMA — Projects with Balanced Cantilever Formwork Carriage CVS（厂家视频页）", "url": "https://www.ulmaconstruction.com/en/ulma/media/videos/project-videos/projects-with-balanced-cantilever-formwork-carriage-cvs", "supports": "悬臂浇筑设备、工作平台及作业工序外观参考。" } ], "status": "已有交互资源，本轮复用" }, { "id": "girder_cantilever_precast", "family": "girder", "title": "桥面吊机悬臂拼装", "url": "../construction-methods.html#girder_cantilever_precast", "summary": "蓝色桥面吊机把完整预制节段从桥下吊上来。合缝、连接并张拉后卸钩，吊机再前移。", "stages": [ "零号块与桥面吊机", "节段从桥下提升", "对位接缝、临时连接", "张拉后卸钩", "吊机前移并重复成对拼装" ], "scope": "两侧各9个3 m变高节段的教学模型，梁高4.2→1.6 m；两端同步循环用于对照观察。模板开合、接缝空间及设备尺度为教学假设，不模拟实际浇筑流动、强度增长或设备承载力。", "sources": [ { "title": "DEAL — Launching & Erection Systems", "url": "https://dealtg.com/what-we-do/launching-erection-systems/", "supports": "Lifting Frame Segmental与Form travellers明确桥面提升预制节段、挂篮承托模板和新浇混凝土的区别。" }, { "title": "SDI — Typical Lifting Frame", "url": "https://www.sdi-intl.com/product/typical-lifting-frame/", "supports": "Derrick Crane / Segment Lifter的底部喂梁、桥面移动、吊具与接缝架设组织；不借用其额定能力。" } ], "status": "已有交互资源，本轮复用" }, { "id": "girder_incremental_launch", "family": "girder", "title": "导梁辅助顶推", "url": "../construction-methods.html#girder_incremental_launch", "summary": "从岸后一直推到对岸：钢导梁先抵达前方支点，永久梁体随后跨过河道，落在对岸接收支点上。", "stages": [ "岸后台座与两岸场地", "导梁与永久梁体连接", "梁体沿滑动支点向前", "导梁先到对岸", "永久梁体到达对岸、导梁待拆" ], "scope": "直线3×30 m教学桥，永久梁长92 m、钢导梁长18 m。连续展示跨河纵移至对岸的几何过程，岸后分段浇筑、养护及张拉循环作简化；千斤顶和推力鞋表示工作位置，不展开夹持与回程循环。终点保留导梁，后续拆除导梁与最终落梁不在本段内。", "sources": [ { "title": "FHWA — Iowa Launching", "url": "https://www.fhwa.dot.gov/construction/pubs/hif07012/16.cfm", "supports": "岸侧组装、前导梁、滚动支点、梁体纵向顶推。" }, { "title": "Doka — Incremental Launching Method", "url": "https://www.doka.com/en/projects/bridges/incremental-launching-method?changecountry=EN", "supports": "岸后分段现浇、养护及预应力循环，梁体经过滑动支点纵向推进，前导梁先接近前方桥墩。" } ], "status": "已有交互资源，本轮复用" }, { "id": "arch_cfst_staged", "family": "arch", "title": "钢管混凝土拱桥：空管、灌注与组合成拱", "url": "../construction-methods.html#arch_cfst_staged", "summary": "先在临时支架上拼成空钢管拱，再向管内灌注混凝土。待核心混凝土达到施工要求后卸架，观察钢管与核心混凝土如何共同承担后续荷载。", "stages": [ "支架上架设空钢管拱肋", "拱顶合龙并完成横向联系", "从拱脚向拱顶对称灌注", "混凝土硬化后逐步卸架", "安装桥面，进入使用阶段" ], "scope": "自拟支架拼装方案的构造与工序示意。钢管、核心混凝土与临时支承分阶段参与；早期荷载历史不能按成桥截面重新分配。未计算实桥应力、位移、承载力或泵送压力。", "sources": [ { "title": "Engineering：Concrete-Filled Steel Tube Arch Bridges in China", "url": "https://www.engineering.org.cn/engi/EN/PDF/10.1016/j.eng.2017.12.003", "supports": "钢管与核心混凝土的组合作用，以及先架管、后灌注的建造技术。" }, { "title": "Automation in Construction：管内混凝土液面跟踪研究", "url": "https://www.sciencedirect.com/science/article/abs/pii/S0926580525002675", "supports": "从拱脚泵送孔向拱顶灌注的工艺方向。" } ], "status": "已有交互资源，本轮复用" }, { "id": "arch_falsework", "family": "arch", "title": "满堂支架成拱与卸架", "url": "../construction-methods.html#arch_falsework", "summary": "先有支架承托，后有完整拱圈。观察合龙与卸架之间的承重转换。", "stages": [ "拱下支架、斜撑及曲线底模", "两拱脚向拱顶配合施工", "合龙形成完整拱圈", "按教学顺序卸落顶托", "撤架后由拱圈及拱座承重" ], "scope": "构件及机械动作教学示意，不是设备设计或施工阶段受力验算；可拖动进度，往返比较施工阶段。", "sources": [ { "title": "Doka — Load-bearing tower Staxo 100", "url": "https://www.doka.com/in/system-groups/doka-load-bearing-systems/shoring-towers/load-bearing-tower-staxo-100/index", "supports": "支架立杆、水平联系、斜撑、底座、顶托及卸架工序。" }, { "title": "ULMA — Bridges Book, pp.32–33", "url": "https://view.publitas.com/ulmaconstruction/bridges-book/page/32-33", "supports": "拱圈模板与支承体系实例；该案例为少支架，本教学场景另选明确的满堂支架布置，不声称复原案例。" } ], "status": "已有交互资源，本轮复用" }, { "id": "arch_rotation", "family": "arch", "title": "双半拱平转合龙", "url": "../construction-methods.html#arch_rotation", "summary": "两片半拱先在岸侧形成，再绕竖轴转到桥位；对位、合龙和退出临时体系分别发生。", "stages": [ "沿岸支架拼装半拱", "扣索、配重和转盘形成转动体系", "绕竖直轴平转90度", "两半拱对位合龙", "封固转盘、扣索与临时设施卸载" ], "scope": "构件及机械动作教学示意，不是设备设计或施工阶段受力验算；可拖动进度，往返比较施工阶段。", "sources": [ { "title": "铁道工程学报 — 大岩洞大桥平转施工工艺设计", "url": "https://tdgcxb.crec.cn/CN/abstract/abstract1712.shtml", "supports": "上承式拱桥半拱平转工法；本页选90度双半拱教学动作，不取原工程转角或尺寸。" } ], "status": "已有交互资源，本轮复用" }, { "id": "arch_cable_erection", "family": "arch", "title": "缆索吊装与扣索悬臂拼装", "url": "../construction-methods.html#arch_cable_erection", "summary": "缆索起重机负责运送，扣索体系负责临时支承。观察两套索系的分工，再看合龙及卸载。", "stages": [ "跨谷主索与跑车", "垂直吊索下放拱段", "扣索、背索与锚固", "合龙节段就位", "按次序解除临时扣索" ], "scope": "根据施工构造组织的关键动作教学示意，未进行设备承载力或施工阶段有限元验算。", "sources": [ { "title": "TRB — The Design and Construction of the New River Gorge Bridge", "url": "https://onlinepubs.trb.org/Onlinepubs/trr/1978/665v2/665v2-017.pdf", "supports": "缆索运输与半拱临时扣挂体系。" } ], "status": "已有交互资源，本轮复用" }, { "id": "cable_balanced_cantilever", "family": "cable_stayed", "title": "双索面斜拉桥：从主塔施工到全桥合龙", "url": "../construction-methods.html#cable_balanced_cantilever", "summary": "先架主塔，再逐段吊梁、两侧挂索和张拉；看吊机向前推进，完成边跨和中跨合龙，直到全桥贯通。", "stages": [ "起始梁与临时支架", "钢塔节段吊装、对中和连接", "塔顶横梁安装", "首轮吊梁、双索面挂索张拉", "第二轮起吊", "逐轮推进至合龙口", "两端边跨合龙", "中跨合龙段吊装、对位与连接", "合龙后支承转换、全桥贯通" ], "scope": "本施工入口为双索面教学改型，不是Bago实桥复原。每塔从32米起始梁向两个方向各架10段9米梁，反复展示吊梁、挂索、张拉和卸钩；再安装两端各6米边跨合龙段和12米中跨合龙段，形成448米连续桥面。先边跨、后中跨是本例选定的教学顺序。未计算吊装能力、索力或施工阶段受力。", "sources": [ { "title": "IHI — 斜拉桥平衡悬臂架设：边跨与中跨合龙", "url": "https://www.ihi.co.jp/iis/en/technology/balancing/method/index.html", "supports": "步骤6边跨合龙、步骤8中跨合龙；本例选用这一工序组织，不照搬原案例斜撑的拆除时点，也不声称适用于所有斜拉桥。" }, { "title": "Transport Scotland — Queensferry Crossing合龙作业说明（2016年11月，第5页）", "url": "https://www.transport.gov.scot/media/35831/frc-project-update-november-2016.pdf#page=5", "supports": "合龙段吊入、临时牵引连接、水平及竖向线形校核、连接完成等作业关系；不移用该桥位移和调索数值。" }, { "title": "JICA — Bago详细设计：参考施工序列，图4.2.232", "url": "https://openjicareport.jica.go.jp/pdf/12304598_05.pdf#page=306", "supports": "原图先架设有临时排架支承的塔旁梁，再用桥面履带吊分段安装钢塔，随后悬臂架梁。只借鉴工序关系；双塔柱、双索面和设备布置为本教学改型，非原图实桥构造或额定能力。" }, { "title": "Freyssinet — Bridge and deck construction", "url": "https://www.freyssinet.com/solution/build/bridge-deck-construction/", "supports": "悬臂架设、桥面提升设备与梁段吊装的工序组织。" }, { "title": "ISARC 2010 — Equipment operation in long-span bridge construction", "url": "https://www.iaarc.org/publications/fulltext/Interactive_modeller_for_equipment_operation_in_long-span_bridge_construction.pdf", "supports": "桥面架梁吊机及工作位置的构造参考；本模型设备尺寸和横向布置为教学设定。" } ], "status": "已有交互资源，本轮复用" }, { "id": "suspension_cable_deck", "family": "suspension", "title": "地锚式悬索桥：空中纺线、紧缆与吊梁", "url": "../construction-methods.html#suspension_cable_deck", "summary": "先搭猫道，再看纺线轮往返送丝、主缆逐步形成；吊索安装后，把梁段从下方吊入桥位。", "stages": [ "锚碇与桥塔鞍座", "独立承重绳猫道、踏条和护栏", "AS空中纺线：纺线轮往返送丝、锚端落线与锚固", "代表性线束累积、液压紧缆成缆", "索夹与吊索、临时猫道拆除", "缆载吊机起吊加劲梁段、跨中合龙与成桥" ], "scope": "构件和施工动作教学模型。500m主跨与所有截面、猫道尺寸为公开说明的教学选择，非金门桥或IHI实桥复原；不提供施工设备设计或阶段受力验算。", "sources": [ { "title": "IHI — Erection of cables of suspension bridge", "url": "https://www.ihi.co.jp/iis/en/technology/airspining/index.html", "supports": "AS通过运搬载体往返牵引细钢丝，在两岸strand shoe定着，重复积累并合并成主缆；明确区别于PPWS。" }, { "title": "IHI — エアスピニング工法（STEP1–5）", "url": "https://www.ihi.co.jp/iis/technology/airspining/method/index.html", "supports": "放线与张力控制、循环牵引、往返下线/上线放入former、塔鞍落线、锚端停顿绕strand shoe、索股成形和紧缆。动画保留这些机制，以少量高亮代表线束演示。" }, { "title": "Golden Gate Bridge District — Spinning the Main Cables", "url": "https://www.goldengate.org/exhibits/spinning-the-main-cables/", "supports": "业主图文展示纺线轮往返铺丝、钢丝成股、液压压紧成缆及安装索夹后悬挂吊索；不作为本例实际钢丝数量依据。" }, { "title": "Golden Gate Bridge District — Design & Construction Stats", "url": "https://www.goldengate.org/bridge/history-research/statistics-data/design-construction-stats/", "supports": "实桥主跨1280m、桥面以上塔高152m，比值约0.119，供本例主跨500m/桥面以上塔高60m（比值0.12）形态比例参照；本模型不是金门桥复原。" } ], "status": "已有交互资源，本轮复用" } ], "coverage": { "updated_at": "2026-09-26", "source_registry_snapshot": "2026-09-26T08:08:11.740536+08:00", "source_registry_locations": { "locations": 370, "book_locations": 289, "textbook_locations": 81, "evidence_locations": 370, "geometry_prototypes": 3, "component_prototypes": 1, "books": 15 }, "scope": "全部已登记的非梁体系/异形桥/关键连接，补充《轻远》顺读与空间斜拱论文已读案例；同桥不同来源与局部条目保留，条目数不是独立桥梁数。", "case_records": 247, "book_count": 12, "named_bridge_or_proposal_records": 90, "existing_whole_bridge_models": 3, "generic_teaching_variants": 13, "construction_methods": 14, "reading_not_complete": true, "geometry_not_engineering_validation": true, "unmodeled_status": "已读来源尚未三维化的条目明确保留待建；模型关联只表示可用原创变体学习相应机制。", "excluded": [ "两项屋盖参考L09/L10按WORKSPACE.md仅留教师阅读，不混入桥梁主线。", "纯梁桥截面、维修与基础待办由相邻梁桥项目处理，保留梁桥对照及异形/组合接口。", "只在目录中出现而正文尚未阅读的项目不计已读案例。", "Diagonal论文Table S1外部补充附件未读取，不列为全表已读。" ], "source_conflicts": [ "Max Eyth 114/144m冲突", "Alameda70°参考平面待核", "新浜寺矢高36000/3600mm与锚具单位待核", "大胜关桥面宽40.4/41.6m口径待核", "Kiel开启段25/26m及总长120/105m范围不同", "Duisburg跨度、步道长、上拱高、净升高不是同一量" ], "model_source_map": { "girder_reference": [ "cTxm8Y17AWLytFL44JkEBq-M01" ], "stayed_standard": [ "cTxm8Y17AWLytFL44JkEBq-M97", "cTxm8Y17AWLytFL44JkEBq-M100" ], "stayed_single": [ "cTxm8Y17AWLytFL44JkEBq-M98" ], "stayed_spatial": [ "cTxm8Y17AWLytFL44JkEBq-M102", "2VH4JDmRRUTQVmnQu1hxuu-M16", "gimsing-katsushika" ], "extradosed": [ "cTxm8Y17AWLytFL44JkEBq-M99", "cTxm8Y17AWLytFL44JkEBq-M122" ], "arch_basket": [ "cTxm8Y17AWLytFL44JkEBq-M67", "cTxm8Y17AWLytFL44JkEBq-M93" ], "arch_inclined": [ "cTxm8Y17AWLytFL44JkEBq-M74", "diagonal-parameter-family" ], "arch_network": [ "cTxm8Y17AWLytFL44JkEBq-M89", "7Gdua5q7a8eDfhLwkMzTJH:research-assembly" ], 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