中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2011, Vol. 30 ›› Issue (5): 916-920.DOI: 10.3969/j.issn.1674-0696.2011.05.007

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Control and Analysis of Fabric Ation Profile of Long-span Composite Cable-stayed Bridge

BU Yi-zhi,SUN Cai-zhi   

  1. School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,Sichuan,China
  • Revised:2011-05-03 Online:2011-10-15 Published:2015-01-22

大跨度结合梁斜拉桥制造线形控制与分析

卜一之,孙才志   

  1. 西南交通大学土木工程学院,四川成都610031
  • 通讯作者: 07/06/2011
  • 作者简介:卜—之(1961—),男,北京人,教授,博士,主要从事桥梁施工控制研究方面的工作。E-mail:yizhibu@163.com。
  • 基金资助:
    国家科技支撑计划项目(2006BAG04B03)

Abstract: The relationship between zero initial displacement method and tangential displacement method was analyzed; two calculation methods of fabrication camber and calculation process of fabrication profile were introduced. Based on the case of Jiangjin Guanyinyan Yangtze Bridge,accuracy and practicality of the method was verified by comparing measured data with theoretical data.

Key words: composite cable-stayed bridge, fabrication profile, zero initial displacement method, tangential displacement method

摘要: 研究了零初始位移法和切线初始位移法的关系,介绍了2 种制造预拱度的计算方法,及制造线形的计算过 程。以江津观音岩长江大桥为背景,通过桥梁施工时的实测数据与理论数据对比,验证了理论的准确性和实用性。

关键词: 结合梁斜拉桥, 制造线形, 零初始位移法, 切线位移法

CLC Number: