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衡阳湘江特大桥主墩双壁钢围堰施工设计方案
引用本文:刘伟胜.衡阳湘江特大桥主墩双壁钢围堰施工设计方案[J].山西建筑,2008,34(28).
作者姓名:刘伟胜
作者单位:中铁九局集团广州分公司,广东,广州,510800
摘    要:结合具体工程实例,介绍了采用双壁钢围堰的施工设计,并进行了钢围堰设计的受力分析,成功进行了主墩钢围堰混凝土封底,得出了主桥钢围堰设计科学、合理的结论,积累了湘江流域水上桥梁深水基础施工经验.

关 键 词:钢围堰  施工  设计  结构计算  封底厚度

The design program of the main pier double steel coffer construction of Xiang river super large bridge in Hengyang
LIU Wei-sheng.The design program of the main pier double steel coffer construction of Xiang river super large bridge in Hengyang[J].Shanxi Architecture,2008,34(28).
Authors:LIU Wei-sheng
Affiliation:LIU Wei-sheng
Abstract:Combined with the specific project example,it introduces the construction design of using the double steel coffer,and makes the stress analysis to it,and gets the main pier steel coffer concrete bottom successfully,deduces the conclusion that the design of main bridge steel coffer is scientific and reasonable,and accumulates the construction experience of above water bridge deep water basis of Xiang river area.
Keywords:steel coffer  construction  design  structural calculation  the thickness of bottom
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