• 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 54 Issue 6
Nov.  2019
Turn off MathJax
Article Contents
ZHU Liming, TANG Jun, XING Shiling. Effect of Transverse Deflection on Force State of Prestressed Concrete Trough Girders with Asymmetric Cross-Section[J]. Journal of Southwest Jiaotong University, 2019, 54(6): 1155-1161. doi: 10.3969/j.issn.0258-2724.20170683
Citation: ZHU Liming, TANG Jun, XING Shiling. Effect of Transverse Deflection on Force State of Prestressed Concrete Trough Girders with Asymmetric Cross-Section[J]. Journal of Southwest Jiaotong University, 2019, 54(6): 1155-1161. doi: 10.3969/j.issn.0258-2724.20170683

Effect of Transverse Deflection on Force State of Prestressed Concrete Trough Girders with Asymmetric Cross-Section

doi: 10.3969/j.issn.0258-2724.20170683
  • Received Date: 13 Sep 2017
  • Rev Recd Date: 23 Mar 2018
  • Available Online: 31 Oct 2018
  • Publish Date: 01 Dec 2019
  • This work aims to study the influence of transverse deflection of a beam body on pushing construction of an prestressed concrete (PC) open thin-walled beam with asymmetric cross-section and provide a reasonable deviation correction threshold for the incremental launching technique. Taking as a prototype the world’s first case of an asymmetrical cross-section trough girder—Tianjin Second Avenue Cross-Jinshan Railway Interchange Project, an actual bridge model was built using the finite element software ANSYS to study the stress state of the trough girder under the most unfavourable conditions. On this basis, using the maximum deviation distance that meets safety requirements for girder placement as the deviation limit, the influence of different transverse deflection modes on the force of the beam body was analysed. Results show that the cross-section force of the trough girder is not balanced when the deflection does not occur; however, the force imbalance is aggravated by translation to the right. When the most unfavourable transverse deflection occurs in the beam with a displacement of 96 mm, the internal force change of the trough girder is small. Therefore, it is suggested that the transverse deviation correction threshold could be relaxed to 96 mm in jacking construction.

     

  • loading
  • 顾乾岗. 兰州深安黄河大桥钢拱梁步履式顶推施工技术[J]. 世界桥梁,2014,42(5): 22-26.

    GU Qiangang. Application of hydraulic-walking increamental launching to steel archgirer construction of Shen ’an huanghe river in Lanzhou[J]. World Bridges, 2014, 42(5): 22-26.
    李向红,赵人达,徐腾飞. 箱梁步履式顶推横向偏位测 试与统计分析[J]. 地下工程与隧道,2015(2): 33-35 .

    LI Xianghong, ZHAO Renda, XU Tengfei. Test and statistical analysis of transverse deflection of walking-type incremental launching for box girder[J]. Underground Engineering and Tunnels, 2015(2): 33-35 .
    张华平. 混凝土斜连续梁桥顶推施工控制技术研究[D]. 长沙: 长沙理工大学, 2005
    徐化轩. 顶推梁桥施工中可能出现的技术问题及对策[J]. 铁道工程学报,2002,19(2): 30-33. doi: 10.3969/j.issn.1006-2106.2002.02.007

    XU Huaxuan. The possible technical problems and countermeasures during construction of launched bridges[J]. Journal of Railway Engineering Society, 2002, 19(2): 30-33. doi: 10.3969/j.issn.1006-2106.2002.02.007
    交通部第一公路工程局. 公路桥涵施工技术规范[M]. 北京: 人民交通出版社, 1980: 408
    张培炎. 桥梁顶推施工过程受力分析及关键问题研究[D]. 成都: 西南交通大学, 2014
    安亚平. 跨铁路线预应力混凝土连续箱梁桥顶推施工关键问题分析[D]. 长沙: 长沙理工大学, 2014
    王彪. 钢混组合梁步履式顶推横向偏位产生原因及纠偏对策研究[D]. 成都: 西南交通大学, 2015
    曾国梁,冯威,李琦. 多孔连续曲线梁桥偏位成因分析及同步纠偏技术[J]. 公路交通科技(应用技术版),2015(3): 173-176.
    彭雁兵. 桥梁顶推施工横向导向纠偏装置研究[J]. 建筑技术,2012,43(9): 803-805. doi: 10.3969/j.issn.1000-4726.2012.09.011

    PENG Yanbing. Research on transverse guiding deviation corrosion device in construction of bridge jacking and pushing construction[J]. Architecture Technology, 2012, 43(9): 803-805. doi: 10.3969/j.issn.1000-4726.2012.09.011
    伍彦斌,黄方林. 空间预应力钢束精细化有限元建模方法[J]. 西南交通大学学报,2017,52(6): 1082-1087.

    WU Yanbin, HUANG Fanglin. Refined finite element modeling method of spatial prestressed steel beam[J]. Journal of Southwest Jiaotong University, 2017, 52(6): 1082-1087.
    董长军,刘世忠,李爱军. 变曲率曲线梁的单元刚度矩阵分析[J]. 西南交通大学学报,2017,52(3): 474-481.

    DONG Changjun, LIU Shizhong, LI Aijun. Element stiffness matrix analysis for variable curvature curved beam[J]. Journal of Southwest Jiaotong University, 2017, 52(3): 474-481.
    杨昌付,宋新刚. 预应力混凝土连续梁横向顶推过程仿真分析[J]. 公路,2013,58(8): 135-137. doi: 10.3969/j.issn.0451-0712.2013.08.033

    YANG Changfu, SONG Xingang. Simulation analysis of lateral pushing process of prestressed concrete continuous beam[J]. Highway, 2013, 58(8): 135-137. doi: 10.3969/j.issn.0451-0712.2013.08.033
    赖亚平,王科,李锦. 泸州沱江四桥主桥扭转、剪力滞效 应及关键构造研究[J]. 桥梁建设,2016,46(4): 17-22 .

    LAI Yaping, WANG Ke, LI Jin. Research of torsion,shear lag effect and critical structures of main bridhe of fourth luzhou tuojiang river bridge[J]. Bridge Construction, 2016, 46(4): 17-22 .
  • 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

    Figures(9)  / Tables(4)

    Article views(501) PDF downloads(24) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return