中国工程科学Issue(8)：54-59,6.
大跨度三跨连续悬索桥钢箱梁总体吊装方案研究
Study on overall lifting program for steel box girder of large span of three-span continuous suspension bridge
姚清涛 1潘桂林 2游新鹏 3何超然1
作者信息
- 1. 中交第二航务工程局有限公司，武汉 430040
- 2. 公路长大桥建设国家工程研究中心，北京 100088
- 3. 长大桥梁建设施工技术交通行业重点实验室，武汉 430040
- 折叠
摘要
Abstract
Unlike single-span suspension bridge,the three-span continuous suspension bridge is mainly characterized by slings set in both side spans,and the continuous transition of stiffening girders between the mid and side spans achieved by girders without slings in the main tower region,and usually restraint equipments set on the side span transition piers to achieve the coordinated deformation between the main cables and stiffening girders in the region,so the lifting method and key construction process for the stiffening girders of the type of suspension bridge is relatively complex. the Fourth Nanjing Yangtze River Bridge as the background,and accord-ing to the structural features of the large span three-span continuous suspension bridge,the reasonable lifting pro-gram is determined through the comparison and analysis on two different types of lifting sequence for steel box girders.关键词
三跨连续悬索桥/钢箱梁/吊装方案/合龙/鞍座顶推Key words
three-span continuous suspension bridge/steel box girder/lifting program/closure/saddle pushing分类
交通工程引用本文复制引用
姚清涛,潘桂林,游新鹏,何超然..大跨度三跨连续悬索桥钢箱梁总体吊装方案研究[J].中国工程科学,2013,(8):54-59,6.
