• 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 27 Issue 5
Oct.  2014
Turn off MathJax
Article Contents
ZHAO Lei, JIA Shaomin, YANG Xingwang. Determination of Fabrication Dimensions of Steel Box Girders in Cantilever Construction[J]. Journal of Southwest Jiaotong University, 2014, 27(5): 754-759. doi: 10.3969/j.issn.0258-2724.2014.05.002
Citation: ZHAO Lei, JIA Shaomin, YANG Xingwang. Determination of Fabrication Dimensions of Steel Box Girders in Cantilever Construction[J]. Journal of Southwest Jiaotong University, 2014, 27(5): 754-759. doi: 10.3969/j.issn.0258-2724.2014.05.002

Determination of Fabrication Dimensions of Steel Box Girders in Cantilever Construction

doi: 10.3969/j.issn.0258-2724.2014.05.002
  • Received Date: 28 Sep 2013
  • Publish Date: 25 Oct 2014
  • In order to effectively determine the fabrication dimensions of steel box girders to ensure the smooth erection of main beam and make the profile upon completion state meet design requirements, a new method to calculate fabrication dimensions was established by using the calculation results of construction phase. This method is based on the geometry control method, and commences from the unstressed relationship between a new lifting beam segment and its adjacent installed beam segment in cantilever construction. In addition, the fabrication dimensions of steel box girders of the main channel bridge of Jiashao bridge, as the research subject, were determined. The construction practice shown that the main channel bridge construction of Jiashao bridge was going well. The measured data indicated that the profile of the main beam of the bridge upon completion state was smooth, and the maximum elevation error was far less than the prescribed limit values to verify the correctness of the established method.

     

  • loading
  • 葛耀君. 分段施工桥梁分析与控制[M]. 北京:人民交通出版社,2003: 1-20.
    郑凯锋,梁肇伟,唐继舜. 中国大跨悬索桥全焊钢箱梁的技术进展[J]. 钢结构,1998,13(2): 46-49. ZHENG Kaifeng, LIANG Zhaowei, TANG Jishun. The advances in fully welding steel box beam of suspension bridge in China[J]. Steel Structure, 1998, 13(2): 46-49.
    何畏,唐亮,强士中. 大跨度焊接钢箱梁斜拉桥施工控制技术研究及应用[J]. 桥梁建设,2002,32(5): 14-18. HE Wei, TANG Liang, QIANG Shizhong. Research and application of the construction control technology in long-span cable-stayed bridge[J]. Bridge Construction, 2002, 32(5): 14-18.
    秦顺全. 无应力状态法:斜拉桥安装计算的应用[J]. 桥梁建设,2008,38(2): 13-16. QIN Shunquan. Application of unstressed state control method to calculation for erection of cable-stayed bridge[J]. Bridge Construction, 2008, 38(2): 13-16.
    秦顺全. 斜拉桥安装无应力状态控制法[J]. 桥梁建设,2003,33(2): 31-34. QIN Shunquan. Control method of stress-free status for erection of cable-stayed bridges[J]. Bridge Construc-tion, 2003, 33(2): 31-34.
    陈常松,颜东煌,陈政清. 超大跨度斜拉桥的自适应无应力构形控制法[J]. 中外公路,2008,33(2): 64-67. CHEN Changsong, YAN Donghuang, CHEN Zheng-qing. Control of self-adaptive zero-stress configuration for super long-span cable-stayed bridge[J]. Chinese and Foreign Highway, 2008, 33(2): 64-67.
    张建民,肖汝成. 千米级斜拉桥施工过程中主梁的预转折角研究[J]. 计算力学学报,2005,22(5): 618-622. ZHANG Jianmin, XIAO Rucheng. Study on the pre-arranged angle of girders in construction state for a thousand-meter scale cable-stayed bridge[J]. Chinese Journal of Computational Mechanics, 2005, 22(5): 618-622.
    梁鹏,肖汝成,徐岳. 超大跨度斜拉桥的安装构形与无应力构形[J]. 长安大学学报,2006,26(4): 49-53. LIANG Peng, XIAO Rucheng, XU Yue. Assemled geometry and unstrained geometry of super long-span cable-stayed bridges[J]. Journal of Chang'an University, 2006, 26(4): 49-53.
    杨兴旺. 大跨度斜拉桥施工全过程非线性行为研究. 成都:西南交通大学土木工程学院,2007.
    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[M]. 成都:西南交通大学出版社,2009: 30-60.
    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[J]. 土木工程学报,2009,42(7): 69-77. LI Qiao, BU Yizhi, ZHANG Qinghua. Whole-procedure adaptive construction control system based on geometry control method[J]. China Civil Engineering Journal, 2009, 42(7): 69-77.
    张清华,卜一之,李乔. 大跨度斜拉桥施工控制的研究进展//第二十届全国桥梁学术会议论文集.北京:人民交通出版社,2012: 521-529.
    黄灿. 基于几何控制的全过程自适应施工控制系统研究. 成都:西南交通大学土木工程学院,2011.
    黄灿,卜一之,张清华. 特大跨度斜拉桥施工几何控制原理的数值验证[J]. 中国工程科学,2009,11(7): 87-91. HUANG Can, BU Yizhi, ZHANG Qinghua. Numerical verification of geometry control theory of the construction for super-span cable-stayed bridge[J]. Engineering Science, 2009, 11(7): 87-91.
  • 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(854) PDF downloads(599) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return