摘要
上海长江大桥主航道桥采用主跨730 m的双塔双索面斜拉桥,人字形塔,分离式钢箱梁。介绍分离式钢箱梁设计中纵横梁的连接及轨道交通的特殊构造两大特点、主要节点构造及主要计算内容。
The main shipping channel bridge of Shanghai Changjiang River Bridge is designed as a cable-stayed bridge that has a main span 730 m, double pylons in inverted Y shape, double cable planes and separated steel box girders. This paper presents the two main characteristics of the bridge, such as the connection of the longitudinal and transverse beams and the special structures for arrangement of the light rail transit in the design of the steel box girders, the structural formation of the major joints and the related calculation.
出处
《世界桥梁》
北大核心
2009年第A01期18-21,共4页
World Bridges
关键词
上海长江大桥
斜拉桥
分离式钢箱梁
公轨合建
桥梁设计
Shanghai Changjiang River Bridge
cable-stayed bridge
separated steel box girders
combined construction of highway and light rail
bridge design
