甘竹溪特大桥长平台斜拉挂篮的构造分析  

Structural Analysis on Cable-stayed Travelling Carriage with Long Platform of Ganzhuxi Bridge

作　　者：苏慈[1] 王晓佳[1] 吴存全[1] 

机构地区：[1]广东省长大公路工程有限公司,广州510620

出　　处：《广东公路交通》2013年第5期8-12,共5页Guangdong Highway Communications

基　　金：广东省交通厅科技项目(2009-02-022)

摘　　要：介绍了广东佛山甘竹溪平行双索面独塔混凝土斜拉桥现浇主梁的悬浇工艺,以及该桥宽幅前支点长平台斜拉挂篮主要工作系统的构造细节及其功能,为今后相似的挂篮设计提供参考。The cantilever cast-in-situ construction method for the Ganzhuxi Bridge in Foshan is introduced in this paper, which is a cable-stayed concrete bridge with single tower and double-cable-plane. Some structural details and corresponding functions of cable-stayed travelling carriage with long platform are introduced, which can pro- vide reference for similar travelling carriage design.

关 键 词：长平台挂篮 构造分析 设计构想 

分 类 号：U445.3[建筑科学—桥梁与隧道工程]