首页 | 本学科首页   官方微博 | 高级检索  
     检索      

150 m跨径中承式提篮钢拱桥浮拖施工分析
引用本文:徐文平,沈旭鸿,孙大松.150 m跨径中承式提篮钢拱桥浮拖施工分析[J].世界桥梁,2007(1):16-19.
作者姓名:徐文平  沈旭鸿  孙大松
作者单位:1. 东南大学土木学院,江苏,南京,210096
2. 江苏省交通规划设计院,江苏,南京,210005
摘    要:基于150m跨径的清江石化钢拱桥,介绍浮拖施工技术在大跨径中承式提篮钢拱桥施工中的应用,分析大跨钢拱桥整体浮拖施工的要点和难点。针对本桥浮拖施工需要进行多个体系转换的特点,应用空间有限元分析程序,进行了关键施工阶段的受力分析,研究了浮拖施工阶段钢拱桥的稳定性。

关 键 词:钢拱桥  提篮拱  浮拖施工  稳定性分析
文章编号:1671-7767(2007)01-0016-04
收稿时间:2006-12-13
修稿时间:2006年12月13

Analysis of Floating and Hauling Construction of 150-m Span Half-Through Basket Handle Steel Arch Bridge
XU Wen-ping,SHEN Xu-hong,SUN Da-song.Analysis of Floating and Hauling Construction of 150-m Span Half-Through Basket Handle Steel Arch Bridge[J].World Bridges,2007(1):16-19.
Authors:XU Wen-ping  SHEN Xu-hong  SUN Da-song
Abstract:With reference to the erection of the 150-m span Qingjiang Shihua Steel Arch Bridge,this paper introduces the application of floating and hauling construction technique to the erection of long span half-through basket handle steel arch bridges,and analyzes the key points and difficulties of the erection of monolithic steel arch blocks of the type of the bridges with the technique.Further in the light of the characteristics that several structural systems of the Qingjiang Shihua Bridge have to be transformed in the floating and hauling construction,the pa- per conducts the analysis of force conditions of the Bridge at its critical construction stages and al- so study of stability of the Bridge during the floating and hauling construction by means of spatial finite element program.
Keywords:steel arch bridge  basket handle arch  floating and hauling construction  stability analysis  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号