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芜湖长江大桥正桥上部结构设计
引用本文:陈进昌,方京,孟庆标. 芜湖长江大桥正桥上部结构设计[J]. 桥梁建设, 2001, 0(2): 26-30
作者姓名:陈进昌  方京  孟庆标
作者单位:铁道部大桥局勘设院,
摘    要:全面介绍已建成通车的芜湖长江大桥上部结构设计概况。其主跨斜拉桥为国内最大跨度的公铁两用桥,跨中合龙首创双较合龙法。正桥钢梁采用了14MnNbq厚板焊接整体节点及钢桁合梁新技术。

关 键 词:芜湖长江大桥 公铁两用桥 结构设计 桥梁上部
文章编号:1003-4722(2001)02-0026-05
修稿时间:2001-02-02

The Design of theSuperstructure of Wuhu Changjiang River Bridge
CHEN Jin-Chang,FANG Jing,MONG Qing-biao. The Design of theSuperstructure of Wuhu Changjiang River Bridge[J]. Bridge Construction, 2001, 0(2): 26-30
Authors:CHEN Jin-Chang  FANG Jing  MONG Qing-biao
Abstract:The design of the superstructure of Wubu Changjiang River Bridge is generally infroduced. The main span of this bridge is the largest railway-highway double-used and double decked cable-stayed bridge in china, the method of closure with double hinges at the mid-span was invented and used in this bridge for the first time. New technology such as the weeding of the whole gussets with 14MnNbq thick-plate as well as the technology of the composite structure of steel-truss and concrete highway decks were employed in the main bridge.
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