• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 28 Issue 5
Oct.  2015
Turn off MathJax
Article Contents
ZHANG Qinghua, HUANG Can, BU Yizhi, LI Qiao. Fabrication Error Propagation Properties of Key Components of Large-Span Cable-Stayed Bridges with Steel Box Girder[J]. Journal of Southwest Jiaotong University, 2015, 28(5): 830-837. doi: 10.3969/j.issn.0258-2724.2015.05.010
Citation: ZHANG Qinghua, HUANG Can, BU Yizhi, LI Qiao. Fabrication Error Propagation Properties of Key Components of Large-Span Cable-Stayed Bridges with Steel Box Girder[J]. Journal of Southwest Jiaotong University, 2015, 28(5): 830-837. doi: 10.3969/j.issn.0258-2724.2015.05.010

Fabrication Error Propagation Properties of Key Components of Large-Span Cable-Stayed Bridges with Steel Box Girder

doi: 10.3969/j.issn.0258-2724.2015.05.010
  • Received Date: 16 Oct 2014
  • Publish Date: 25 Oct 2015
  • To clarify the fabrication errors' propagating properties in the construction control of a large-span cable-stayed bridge, the effect characteristics of the manufacture errors of key components during the whole construction procedure were investigated. An error propagation equation was developed based on geometrically nonlinear equilibrium equations. By taking Sutong bridge, a typical large-span cable-stayed, as research object, an in-depth discussion concerning the forming process, effect characteristics and propagation properties of manufacturing errors was carried out. The research results show that the theoretical method established is feasible and appropriate to analyze and expound the error effects accompanying whole-procedure construction control. There are significant differences among the fabrication error propagation properties of different types of components. With the increase of cantilever length, the error effect of the angle fabrication error between main girder segments is convergent, while the error effect of the length fabrication error is not, so scientific error control schemes are necessary for better control effect.

     

  • loading
  • VIRLOGEUX M. Recent evolution of cable-stayed bridges
    [J]. Engineering Structure, 1999, 21: 737-755.
    郝超. 大跨度钢斜拉桥的施工监控及其目标精度
    葛耀君. 分阶段施工桥梁分析与控制
    [J]. 中国公路学报,2003,16(1): 54-57. HAO Chao. Construction control and control precision goal of long-span steel cable-stayed bridge
    MANABE Y, HIRAHARA N, MUKASA N, et al. Accuracy control on the construction of the Tatara bridge
    [J]. China Journal of Highway and Transport, 2003, 16(1): 54-57.
    李乔,唐亮. 悬臂拼装桥梁制造与安装线形的确定
    卜一之,赵雷,李乔. 苏通长江大桥结构非线性稳定性研究
    秦顺全. 桥梁施工控制:无应力状态法理论与实践
    [M]. 北京:人民交通出版社,2003: 134-155.
    李乔,卜一之,张清华. 基于几何控制的全过程自适应施工控制系统研究
    [C]//IABSE Conference. Malm, Sweden:, 1999: 322-331.
    李乔,卜一之,张清华. 大跨度斜拉桥施工全过程几何控制概论与应用
    黄灿. 基于几何控制法的大跨度斜拉桥自适应施工控制体系研究
    LI Qiao, BU Yizhi, ZHANG Qinghua. Adaptive geometrical construction control method of super long-span cable-stayed bridges
    [C]//第十六届全国桥梁学术会议论文集:上册. 北京:人民交通出版社,2004: 297-302.
    黄灿,赵雷,张清华. 特大跨度斜拉桥制造阶段参数敏感性分析及工程应用
    [J]. 土木工程学报,2013,46(1): 84-91. BU Yizhi, ZHAO Lei, LI Qiao. Structural nonlinear stability analysis of Sutong Yangtze River bridge
    颜东煌,陈常松,董道福,等. 大跨度钢主梁斜拉桥的自适应无应力构形控制
    [J]. China Civil Engineering Journal, 2013, 46(1): 84-91.
    张清华,卜一之,李乔. 大跨度斜拉桥施工控制的研究进展
    贾少敏,赵雷,卜一之. 分幅不对称索面钢箱梁斜拉桥主梁安装控制
    [M]. 北京:人民交通出版社,2007: 96-108.
    [J]. 土木工程学报,2009,42(7): 69-77. LI Qiao, BU Yizhi, ZHANG Qianhua. Whole-procedure adaptive construction control system based on geometry control method
    [J]. China Civil Engineering Journal, 2009, 42(7): 69-77.
    [M]. 成都:西南交通大学出版社,2009: 140-173.
    [D]. 成都:西南交通大学土木工程学院,2011.
    [C]//18th IABSE Congress. Seoul:, 2012: 101-109.
    [J]. 四川建筑科学研究,2011,37(3): 297-300. HUANG Can, ZHAO Lei, ZHANG Qinghua. Sensitivity analysis of parameters of the manufacturing stage for super-span cable-stayed bridge and its application
    [J]. Sichuan Building Science, 2011, 37(3): 297-300.
    [J]. 中国公路学报,2012,25(1): 55-58. YAN Donghuang, CHEN Changsong, DONG Daofu, et al. Control of self-adaptive zero-stress configuration for long-span cable-stayed bridge with steel main girder
    [J]. China Journal of Highway and Transport, 2012, 25(1): 55-58.
    [C]//第二十届全国桥梁学术会议论文集:上册. 北京:人民交通出版社,2012: 521-529.
    [J]. 桥梁建设,2014,44(3): 114-119. JIA Shaomin, ZHAO Lei, BU Yizhi. Erection control of main girder of steel box girder cable-stayed bridge with separated decks and asymmetric cable planes
    [J]. Bridge Construction, 2014, 44(3): 114-119.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Article views(888) PDF downloads(447) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return