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部分斜拉桥结构受力特点及施工控制方法
引用本文:俞臻.部分斜拉桥结构受力特点及施工控制方法[J].城市道桥与防洪,2010(5):94-98.
作者姓名:俞臻
作者单位:无锡市城市重点工程建设办公室,江苏无锡,214031
摘    要:该文以无锡市清宁大桥部分斜拉桥工程为背景,介绍了预应力混凝土主梁部分斜拉桥的受力特点,施工控制思路和方法,以及清宁大桥部分斜拉桥的施工情况,总结出预应力混凝土主梁部分斜拉桥的施工控制方法和思路。

关 键 词:部分斜拉桥  受力特点  施工控制  无锡

Stress Characteristics and Construction Control Method of Partial Cable-stayed Bridge Structure
Yu Zhen.Stress Characteristics and Construction Control Method of Partial Cable-stayed Bridge Structure[J].Urban Roads Bridges & Flood Control,2010(5):94-98.
Authors:Yu Zhen
Abstract:Taking the partial cable-stayed bridge project of Wuxi City Qingning Bridge as the background,the article introduces the stress characteristics,construction control thinking and method of the partial cable-stayed bridge of the main prestressed concrete beam,and the construction conditions of the partial cable-stayed bridge of Qingning Bridge,and sums up the construction control method and thinking of the partial cable-stayed bridge of the main prestressed concrete beam.
Keywords:partial cable-stayed bridge  stress characteristic  construction control  Wuxi
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