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大跨度钢管混凝土窄拱桥的设计实践探索
引用本文:张哲,石磊,潘盛山,滕启杰.大跨度钢管混凝土窄拱桥的设计实践探索[J].公路交通科技,2005,22(8):49-54.
作者姓名:张哲  石磊  潘盛山  滕启杰
作者单位:大连理工大学桥梁工程研究所,辽宁,大连,116024
摘    要:以大连理工大学桥梁工程研究所近年来设计的钢管混凝土拱桥为工程背景,介绍了在大跨度窄桥设计、施工中所采用到的一些新的设计方法,对大跨度钢管混凝土窄拱桥的关键技术问题、尤其是拱桥稳定性问题进行了深入地研究分析,结论表明单片桁架式钢管混凝土拱桥在大跨度窄桥中应用是合理的,并且具有一定的优越性。

关 键 词:钢管混凝土  拱桥  窄桥
文章编号:1002-0268(2005)08-0049-06
收稿时间:2004-05-24
修稿时间:2004年5月24日

Long Span Concrete-filled Steel Tubular Narrow Arch Bridge Design
ZHANG Zhe,SHI Lei,PAN Sheng-shan,TENG Qi-jie.Long Span Concrete-filled Steel Tubular Narrow Arch Bridge Design[J].Journal of Highway and Transportation Research and Development,2005,22(8):49-54.
Authors:ZHANG Zhe  SHI Lei  PAN Sheng-shan  TENG Qi-jie
Abstract:Based on the concretefilled steel tubular (CFST) arch bridges designed by Bridge Institute of Dalian University of Technology,some new technologies on design and construction were introduced in this paper. It is the first time that arch ribs of the plane truss type have been used in the longspan CFST bridges in China.The rationality of the design for this type of largespan,narrow bridge was discussed and justified based on the results of thorough investigation related to some key issues the stability in particular.The main features of this structure are beautiful in shape,convenient in construction and cost effective.
Keywords:Concrete-filled steel tubes  Arch bridge  Narrow bridge
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