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上海长江大桥斜拉桥分离式钢箱梁设计研究
引用本文:卢永成,曾源,张元凯.上海长江大桥斜拉桥分离式钢箱梁设计研究[J].城市道桥与防洪,2010(6):33-37.
作者姓名:卢永成  曾源  张元凯
作者单位:上海市政工程设计研究总院,上海市,200092;上海市政工程设计研究总院,上海市,200092;上海市政工程设计研究总院,上海市,200092
摘    要:上海长江大桥主航道桥采用主跨730m双塔双索面斜拉桥,人字形塔,分离式钢箱梁。该桥近期全线按高速公路标准建设,桥面设双向6车道,并预留双线轨道交通空间。该文着重介绍斜拉桥分离式钢箱梁设计要点、结构计算分析与试验、桥面铺装形式等情况。

关 键 词:斜拉桥  分离式钢箱梁  桥面铺装  设计  分析  上海长江大桥

Study on Design of Cable-stayed Bridge Separate Steel Box Girder for Shanghai Changjiang River Bridge
Lu Yongcheng,Zeng Yuan,Zhang Yuankai.Study on Design of Cable-stayed Bridge Separate Steel Box Girder for Shanghai Changjiang River Bridge[J].Urban Roads Bridges & Flood Control,2010(6):33-37.
Authors:Lu Yongcheng  Zeng Yuan  Zhang Yuankai
Abstract:The main span 730-m double-pylon double-plane cable-stayed bridge, herringbone pylon and separate steel box girder are used for the main channel bridge of Shanghai Changjiang River Bridge. This bridge is all constructed now according to the expressway standard. The bridge deck is designed by the double-way 6-lane and the double-line rail traffic space is remained. The article focuses introduction on the design gist of separate steel box girder, the structural calculation analysis and experiment, and deck pa...
Keywords:cable-stayed bridge  separate steel box girder  deck paving  design  analysis  Shanghai Changjiang River Bridge  
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