南太湖大桥主梁挂篮悬浇施工技术  

Construction Techniques of Cantilever Casting by Form Traveler for Main Girder of South Taihu Lake Bridge

作　　者：刘德柱 王鹏 周静波 

机构地区：[1]浙江省湖州市建设工程质量监督站,浙江湖州313000 [2]浙江省湖州市城市建设发展总公司,浙江湖州313000

出　　处：《桥梁建设》2007年第A01期69-72,共4页Bridge Construction

摘　　要：南太湖大桥为预应力混凝土H形独塔双索面斜拉桥,桥面全宽40.5 m,主梁采用双主肋形式。介绍该桥主梁采用的二次挂篮悬浇施工技术。The South Taihu Lake Bridge is a prestressed concrete cable-stayed bridge with a H-shape single pylon and double cable planes. The total deck width of the Bridge is 40.5 m and the main girder is designed to have double main ribs. In this paper, the construction techniques of two-time concrete cantilever casting by form traveler for the main girder are described.

关 键 词：斜拉桥 预应力混凝土结构 主梁 挂篮 悬臂灌筑架桥 

分 类 号：U448.27[建筑科学—桥梁与隧道工程] U445.466[交通运输工程—道路与铁道工程]