Volume 40 Issue 2
Mar.  2021
Turn off MathJax
Article Contents
Feng Xin, Zhang Peng, Ma Baosong, Zhou Hao. Joint bending stiffness and internal force calculation of assembled pipe jacking[J]. Bulletin of Geological Science and Technology, 2021, 40(2): 111-117. doi: 10.19509/j.cnki.dzkq.2021.0019
Citation: Feng Xin, Zhang Peng, Ma Baosong, Zhou Hao. Joint bending stiffness and internal force calculation of assembled pipe jacking[J]. Bulletin of Geological Science and Technology, 2021, 40(2): 111-117. doi: 10.19509/j.cnki.dzkq.2021.0019

Joint bending stiffness and internal force calculation of assembled pipe jacking

doi: 10.19509/j.cnki.dzkq.2021.0019
  • Received Date: 22 Apr 2020
  • With the increasing of the cross section area of pipe jacking, the transportation problem of pipe is becoming more and more serious.And the assembled pipe jacking technology can effectively solve this problem.Based on the existing assembled structural joints, the connection method of the assembled pipe transverse joint is put forward.Then, the bending stiffness model of transverse joint in bolt assembled pipe is established, and the structural calculation method of assembled pipe is put forward with reference to the beam-spring model of shield segment.The results of internal force show that the internal force distribution of assembled and integral pipe is basically the same; the bending moment of the side wall of the assembled pipe is less than that of the integral pipe, while the bending moment at the top and bottom is greater than that of the integral pipe and there is no sharp change in their internal forces; in terms of internal force distribution and value, the assembled pipe is available.

     

  • loading
  • [1]
    唐培文. 大断面矩形顶管减阻技术应用研究: 以苏州综合管廊矩形顶管为例[J]. 地质科技通报, 2020, 39(2): 198-203. http://dzkjqb.cug.edu.cn/CN/abstract/abstract9990.shtml
    [2]
    冯锐, 张鹏, 苏树尧, 等. 大口径长距离钢顶管注浆减阻技术: 以黄浦江上游水源地连通管工程为例[J]. 地质科技通报, 2020, 39(4): 174-180. http://dzkjqb.cug.edu.cn/CN/abstract/abstract10013.shtml
    [3]
    刘嘉淳, 李志华, 谈力昕, 等. 泥水平衡顶管技术在商用高速穿越工程中的应用[J]. 地质科技情报, 2016, 35(2): 28-32. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201602007.htm
    [4]
    西川和良, 新井英雄, 三上博, 等. 分割型PC推進管の基本性能と適用性について[C]//土木学会論文集. 2004: 205-221.
    [5]
    西川和良, 鈴木明彦, 田中正樹, 等. 分割型PC推進管による曲線推進について[C]//土木学会論文集. 2005: 137-155.
    [6]
    西川和良. 分割型PC推進管の超大口径管推進工法への適用に関する研究[D]. 东京都: 早稻田大学, 2006.
    [7]
    吴全立, 王梦恕, 董新平. 盾构管片接头非线性转动刚度研究[J]. 土木工程学报, 2014, 47(4): 109-114. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201404016.htm
    [8]
    陈周, 韩桂武, 唐培连. 输气管道河流穿越盾构隧道设计技术研究[J]. 地质科技情报, 2016, 35(2): 113-115. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201602026.htm
    [9]
    周春梅, 王勇, 程月. 武汉地区盾构穿过粉细砂层时地表沉降规律分析及施工参数优化[J]. 地质科技情报, 2018, 37(5): 222-228.
    [10]
    曾东洋, 何川. 盾构隧道衬砌结构内力计算方法的对比分析研究[J]. 地下空间与工程学报, 2005, 1(5): 61-66. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200505012.htm
    [11]
    王忠凯, 徐光黎. 盾构施工对既有建(构)筑地基承载力影响及加固土体稳定性分析[J]. 地质科技通报, 2020, 39(4): 109-116. http://dzkjqb.cug.edu.cn/CN/abstract/abstract10006.shtml
    [12]
    Liu Xian, Dong Zibo, Song Wei, et al. Investigation of the structural effect induced by stagger joints in segmental tunnel linings: Direct insight from mechanical behaviors of longitudinal and circumferential joints[J]. Tunnelling and Underground Space Technology, 2018, 71: 271-291. doi: 10.1016/j.tust.2017.08.030
    [13]
    Caratelli A, Meda A, Rinaldi Z, et al. On the behavior of radial joints in segmental tunnel linings[J]. Tunnelling and Underground Space Technology, 2018, 71: 180-192. doi: 10.1016/j.tust.2017.08.022
    [14]
    薛伟辰, 胡翔, 王恒栋. 上海世博园区预制预应力综合管廊力学性能试验研究[J]. 特种结构, 2009, 26(1): 105-108, 116. doi: 10.3969/j.issn.1001-3598.2009.01.027
    [15]
    胡翔, 薛伟辰. 预制预应力综合管廊受力性能试验研究[J]. 土木工程学报, 2010, 43(5): 37-45. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201005008.htm
    [16]
    胡翔, 薛伟辰, 王恒栋, 等. 上海世博园区预制预应力综合管廊施工监测与分析[J]. 特种结构, 2009, 26(2): 105-108. doi: 10.3969/j.issn.1001-3598.2009.02.025
    [17]
    岳树桥, 周质炎, 彭芳乐. 盾构隧道管片插入式快速连接件作用机理分析[J]. 地下空间与工程学报, 2010, 6(3): 98-102. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201003019.htm
    [18]
    袁梦钊, 张姣龙, 曹伟飚, 等. 新型接头盾构管片单环拼装质量几何分析[J]. 现代隧道技术, 2018, 55(增刊2): 69-77. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD2018S2007.htm
    [19]
    中华人民共和国住房和城乡建设部. GB50010-2010混凝土结构设计规范[S]. 北京: 中国建筑工业出版社, 2015.
    [20]
    Li Xiaojun, Yan Zhiguo, Wang Zhen, et al. A progressive model to simulate the full mechanical behavior of concrete segmental lining longitudinal joints[J]. Engineering Structures, 2015, 93: 97-113. doi: 10.1016/j.engstruct.2015.03.011
    [21]
    闫治国, 丁文其, 沈碧伟, 等. 输水盾构隧道管片接头力学与变形模型研究[J]. 岩土工程学报, 2010, 33(8): 1185-1191. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201108008.htm
    [22]
    刘四进, 封坤, 何川, 等. 大断面盾构隧道管片接头抗弯力学模型研究[J]. 工程力学, 2015, 32(12): 215-224. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201512028.htm
  • 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 Metrics

    Article Views(515) PDF Downloads(890) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return