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重庆忠县长江大桥双壁钢围堰受力分析
引用本文:耿波,汪宏,奉龙成.重庆忠县长江大桥双壁钢围堰受力分析[J].公路交通技术,2006(5):92-96.
作者姓名:耿波  汪宏  奉龙成
作者单位:1. 同济大学桥梁系,上海,200092
2. 重庆交通科研设计院,重庆,400067
摘    要:忠县长江大桥位于三峡库区上游重庆段,主墩承台施工由于受三峡水库蓄水的影响,水位高,工期紧,施工难度大。以此为背景,详细介绍深水桥墩大型双壁钢围堰的设计思路和设计计算过程,并阐明设计中应该注意的各种问题,为同类型桥梁深水基础钢围堰的施工提供参考。

关 键 词:钢围堰  深水基础  桥梁设计
文章编号:1009-6477(2006)05-0092-05
收稿时间:04 6 2006 12:00AM
修稿时间:2006年4月6日

Analysis of Stress on Dual-Wall Steel Cofferdam of Chongqing Zhongxian Yangtze River Bridge
Geng Bo,Wang Hong,Feng Longcheng.Analysis of Stress on Dual-Wall Steel Cofferdam of Chongqing Zhongxian Yangtze River Bridge[J].Technology of Highway and Transport,2006(5):92-96.
Authors:Geng Bo  Wang Hong  Feng Longcheng
Abstract:Zhongxian Yangtze River Bridge is located at Chongqing section,to the upper reach of the Three Gorges Reservoir Area.Construction of main pier base slab is influenced by water accumulation in the Three Gorges Reservoir,the water level is high,the construction time is tight and the construction is difficult.Based on these characteristics,this paper gives a detail introduction to design ideas and design/calculation for large dual-wall steel cofferdam for the deep water bridge piers,and discusses all issues to be paid attention of in design,it plays the role of reference for designing deep water foundation steel cofferdam of similar bridges.
Keywords:steel cofferdam  deep water foundation  bridge design
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