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小半径曲线双层桁架桥设计研究
引用本文:苏 斌,朱立锋,戴建国,施江涛,刘 文.小半径曲线双层桁架桥设计研究[J].城市道桥与防洪,2024(2):52-56,105.
作者姓名:苏 斌  朱立锋  戴建国  施江涛  刘 文
作者单位:[上海市政工程设计研究总院(集团)有限公司, 上海市 200092]
摘    要:随着国内桥梁大规模建设,双层桁架桥梁逐渐增多,直线钢桁结构的设计与应用较为成熟,曲线桁架结构的研究较少。依托贵阳市人民大道筑城广场大桥,研究了小半径曲线桁架桥的合理构造布置,通过Midas Civil进行结构整体受力分析,采用ANSYS对关键节点受力性能进行研究,为小半径曲线双层桁架梁桥设计及施工提供可靠的理论和技术支持。

关 键 词:小半径曲线  双层桁架桥  整体受力  关键节点
收稿时间:2023/2/6 0:00:00
修稿时间:2023/3/28 0:00:00

Design and Study of Small-radius Curved Double-deck Steel Truss Bridge
SU Bin,Zhu Lifeng,Dai Jianguo,Shi Jiangtao,Liu Wen.Design and Study of Small-radius Curved Double-deck Steel Truss Bridge[J].Urban Roads Bridges & Flood Control,2024(2):52-56,105.
Authors:SU Bin  Zhu Lifeng  Dai Jianguo  Shi Jiangtao  Liu Wen
Abstract:With the large-scale construction of bridge in China, the double-deck truss bridge is increasing gradually. The design and application of straight-line steel truss structure has been more mature, and the research of curved truss structure is less. Relying on Zhucheng Square Bridge in Renmin Avenue of Guiyang City, the reasonable structure layout of small-radius curved truss bridge is studied. The overall structural stress is analyzed through MIDAS CIVIL. The stress performance of key joints is studied by ANSYS so as to provide the reliable theoretical and technical support for the design and construction of small-radius curved double-deck truss bridge.
Keywords:small radius curve  double-deck truss bridge  overall stress  key joint
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