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通化西昌斜拉桥斜拉索施工技术
引用本文:王建华,许佳平,戴宗诚.通化西昌斜拉桥斜拉索施工技术[J].桥梁建设,2006(Z1):77-80.
作者姓名:王建华  许佳平  戴宗诚
作者单位:中铁大桥局集团第二工程有限公司,江苏,南京,210015
摘    要:通化西昌斜拉桥为独塔单索面预应力混凝土斜拉桥,桥长300 m,其主梁标准段采用牵索挂篮施工,主塔空间极小,斜拉索施工采取软硬牵引结合的方法。介绍了该桥斜拉索的挂设方法和施工工艺,供同类工程参考。

关 键 词:斜拉桥  斜拉索  桥梁施工  施工技术
文章编号:1003-4722(2006)S1-0077-04
修稿时间:2005年12月29

Construction Techniques for Stay Cables of Xichang Cable-Stayed Bridge in Tonghua
WANG Jian-hua,XU Jia-ping,DAI Zong-cheng.Construction Techniques for Stay Cables of Xichang Cable-Stayed Bridge in Tonghua[J].Bridge Construction,2006(Z1):77-80.
Authors:WANG Jian-hua  XU Jia-ping  DAI Zong-cheng
Abstract:The Xichang Cable-Stayed Bridge in Tonghua,300 m in total length,is a pre-(stressed) concrete structure with a single pylon and single cable plane.The standard segments of the main girder of the Bridge are constructed with guyed form traveler,and the stay cables on the pylon are installed with soft and hard cable hauling method owing to the extremely limited space there.In this paper,the construction method and technology for installation of the stay cables are dealt with for reference to the construction of similar bridge works.
Keywords:cable-stayed bridge  stay cable  bridge construction  construction technique
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