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大跨度空间斜对称纽带拱桥设计与分析

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大运路潇河大桥为世界首座大跨度空间斜对称纽带拱桥,桥梁跨径布置为65 m+110m+110m+65 m=350 m.大桥通过横梁连接主、副拱与主梁形成拱梁固结,将空间斜对称纽带拱桥力学特性转化为拱梁组合体系,结构自平衡,无水平推力;桥梁拱肋采用抛物线拱轴线、箱形断面,斜跨主拱跨径国内最大为229 m;主梁采用半封闭双边钢箱梁;对桥梁进行了空间静力、疲劳、稳定、抗震性能整体分析及拱脚局部分析,结果满足规范要求.
Design and Analysis of Large-span Spatial Oblique Symmetrical Link Arch Bridge
The Xiaohe River Bridge on Dayun Road is the first large-span spatial oblique symmetrical link arch bridge in the world.Its layout of bridge span is(65+110+110+65)m=350 m.Its main arch and secondary arch are connected through the cross beam,and are formed the arch-beam consolidation with the main girder.The mechanical characteristics of the spatial oblique symmetrical link arch bridge are translated into an arch beam composite system with the self-balancing structure and without the horizontal thrust.The parabolic arch axis and box section are adopted for the arch ribs of the bridge.The inclined-span main arch span of 229 m is the largest span in China.The main girder is the semi-closed double-side steel box girder.The overall analysis of spatial static force,fatigue,stability and seismic performance of the bridge is conducted,as well as a local analysis of the arch foot.The results all meet the specification requirements.

arch bridgeoblique symmetrical link archinclined-span main archcamber secondary archarch beam compositionbridge design

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同济大学建筑设计研究院(集团)有限公司,上海市 200092

拱桥 斜对称纽带拱 斜跨主拱 外倾副拱 拱梁组合 桥梁设计

2024

城市道桥与防洪
上海市政工程设计研究院

城市道桥与防洪

影响因子:0.477
ISSN:1009-7716
年,卷(期):2024.(8)