深水基础钢围堰结构受力分析  

Analysis of Forces Acting on Steel Cofferdam for Deep-water Foundation

作　　者：许成林 郭靖宇[2] 方诗圣[3] 孙会民[4] 

机构地区：[1]安徽省六安市交通局,六安237005 [2]安徽省阜阳市公路管理局,阜阳236000 [3]合肥工业大学土木建筑工程学院,合肥230009 [4]安徽省公路桥梁工程公司,合肥230031

出　　处：《安徽建筑工业学院学报（自然科学版）》2007年第3期8-11,共4页Journal of Anhui Institute of Architecture(Natural Science)

摘　　要：巢湖市裕溪路大桥深水基础单壁钢围堰体量和承受的荷载均较大,并且结构复杂,为了研究其受力特性,确保施工安全,运用有限元软件对整体结构受力状况进行三维有限元研究分析。分析结果表明,单壁钢围堰的强度和稳定性满足工程要求,研究的结论可为同类结构的设计和施工提供参考。The steel cofferdam has been widely employed in the construction of the main piers and foundation project of grand bridges for its advantages contrasted with other construction methods. Since the dimensions and loads imposed on the single-wall steel cofferdam of deep-water foundation for Yuxi Road Bridge in Chaohu city are large and the structure is complex, three-dimensional analysis by means of FEM program for force status of the monolithic structure has been made in order to study its mechanic features and ensure its construction safety. The analysis results show that strength and stability of the single-wall steel cofferdam satisfies engineering requirements. The conclusions may serve as guidance and reference for the design and construction of similar structures.

关 键 词：深水基础 单壁钢围堰 三维 有限元分析 

分 类 号：TU473.2[建筑科学—结构工程] TU473.5[建筑科学—土工工程]