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武汉天兴洲公铁两用长江大桥主桥铁路混凝土板结合桥面系试验模型设计
引用本文:程宝辉,崔清强.武汉天兴洲公铁两用长江大桥主桥铁路混凝土板结合桥面系试验模型设计[J].桥梁建设,2007(4):9-12.
作者姓名:程宝辉  崔清强
作者单位:中铁大桥局集团桥科院有限公司,湖北,武汉,430034
摘    要:武汉天兴洲公铁两用长江大桥主桥为(98 196 504 196 98)m双塔三索面钢桁斜拉桥,主梁为3片主桁的板桁结合钢桁梁,上层为6车道公路,下层为双线客运专线、双线Ⅰ级铁路。其中铁路桥面采用纵横梁体系的混凝土板结合道碴桥面。介绍铁路混凝土板结合桥面系模型试验的结构设计及试验方法。

关 键 词:铁路公路两用桥  斜拉桥  桥面系  模型试验  设计
文章编号:1003-4722(2007)04-0009-04
修稿时间:2007-04-16

Design of Test Models for Concrete Slab Composite Rail-way Floor System of Main Bridge of Wuhan Tianxingzhou Changjiang River Rail-cum-Road Bridge
CHENG Bao-hui,CUI Qing-qiang.Design of Test Models for Concrete Slab Composite Rail-way Floor System of Main Bridge of Wuhan Tianxingzhou Changjiang River Rail-cum-Road Bridge[J].Bridge Construction,2007(4):9-12.
Authors:CHENG Bao-hui  CUI Qing-qiang
Institution:Bridge Science Research Institute Ltd., China Zhongtie , CUI Qing-qiang Major Bridge Engineering Group, Wuhan 430034, China
Abstract:The main bridge of Wuhan Tianxingzhou Changjiang River Rail-cum-Road Bridge is a double pylon and triple cable plane steel truss cable-stayed bridge with span arrangement(98 196 504 196 98) m.The main girder of the bridge is a composite girder made up of three main steel trusses and concrete slabs.On the upper deck of the bridge,six-lane roadway is arranged while on the lower deck,the double-track passenger dedicated railway,the Grade I double-track railway,is set.Of the overall main bridge,the railway deck is designed as a concrete slab composite ballast deck formed by longitudinal and transverse girder system.In this paper,the structural design and testing methods for the test models of the concrete slab composite railway floor system are presented.
Keywords:rail-cum-road bridge  cable-stayed bridge  floor system  model test  design
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