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曾家沟大桥拱架设计与分析
引用本文:刘山洪,崔莹华,刘毅.曾家沟大桥拱架设计与分析[J].重庆交通大学学报(自然科学版),2008,27(Z1).
作者姓名:刘山洪  崔莹华  刘毅
作者单位:重庆交通大学土木建筑学院,重庆,400074
摘    要:在施工中利用钢拱架进行混凝土预制块砌筑拱圈,钢拱架的工作性能直接影响到砌筑拱圈的安全性。利用有限元软件M IDAS,对钢拱架施工的受力状态进行了数值分析。分析结果表明,在主拱圈砌筑的各个节段,钢拱架的应力均满足强度要求。利用钢拱架在山区水深狭谷地形修建圬工拱桥是一种经济的施工方法,克服了搭设满堂支架对施工场地的要求,可供同类工程参考。

关 键 词:上承式拱桥  钢拱架  设计与分析  有限元分析

Design and Analysis of Arch Centering of Zengjiagou Bridge
LIU Shan-hong,CUI Ying-hua,LIU Yi.Design and Analysis of Arch Centering of Zengjiagou Bridge[J].Journal of Chongqing Jiaotong University,2008,27(Z1).
Authors:LIU Shan-hong  CUI Ying-hua  LIU Yi
Institution:LIU Shan-hong,CUI Ying-hua,LIU Yi(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China)
Abstract:Precast concrete blocks are used to build arch ring made by the steel arch centering in the construction.The working performance of steel arch centering influences immediately the security of masonry and building arch ring.The state of steel arch centering under construction loads is analyzed by the finite element software MIDAS.The analysis results indicate that the stress of steel arch centering satisfies the requirements of strength during different stages of casting main arch ring.The construction metho...
Keywords:deck type arched bridge  steel arch centering  design and analysis  finite element analysis  
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