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厦门翔安隧道洞口段管棚设计与施工

张明聚, 林毅, 黄明琦, 郭衍敬

张明聚, 林毅, 黄明琦, 郭衍敬. 厦门翔安隧道洞口段管棚设计与施工[J]. 北京工业大学学报, 2007, 33(10): 1056-1059. DOI: 10.3969/j.issn.0254-0037.2007.10.010
引用本文: 张明聚, 林毅, 黄明琦, 郭衍敬. 厦门翔安隧道洞口段管棚设计与施工[J]. 北京工业大学学报, 2007, 33(10): 1056-1059. DOI: 10.3969/j.issn.0254-0037.2007.10.010
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ZHANG Ming-ju, LIN Yi, HUANG Ming-qi, GUO Yan-jing. Shed-pipe Design and Construction of Xiang'an Sub-sea Tunnel Portal in Xiamen[J]. Journal of Beijing University of Technology, 2007, 33(10): 1056-1059. DOI: 10.3969/j.issn.0254-0037.2007.10.010
Citation: ZHANG Ming-ju, LIN Yi, HUANG Ming-qi, GUO Yan-jing. Shed-pipe Design and Construction of Xiang'an Sub-sea Tunnel Portal in Xiamen[J]. Journal of Beijing University of Technology, 2007, 33(10): 1056-1059. DOI: 10.3969/j.issn.0254-0037.2007.10.010
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厦门翔安隧道洞口段管棚设计与施工

  • 1. 北京工业大学 城市与工程安全减灾省部共建教育部重点实验室, 北京 100022;

  • 2. 中铁二十二局集团有限公司, 北京 100043;

  • 3. 山东科技大学 土木学院, 青岛 266510

基金项目: 

国家自然科学基金资金项目(50678002).

详细信息
    作者简介:

    张明聚(1962-),男,河南社旗人,教授.

  • 中图分类号: TU94+3

Shed-pipe Design and Construction of Xiang'an Sub-sea Tunnel Portal in Xiamen

  • 1. The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100022, China;

  • 2. Zhongtie 22th Bureau Group Limited Company, Beijing 100043, China;

  • 3. College of Civil Engineering and Architecture, Shandong Vniversity of Science and Technology, Qingdao 266510, China

摘要

    摘要
  • 摘要: 为了给出厦门翔安隧道洞口段管棚超前支护的设计参数,采用快速拉格朗日有限差分法分析了管棚超前支护的效果;指出施工中遇到的问题及解决办法.洞口浅埋段采用40m长管棚超前支护,经注浆形成的加固圈起到了“承载拱”的作用,有效控制了地面不匀匀沉降.管栅施工中克服了钻孔循环介质对地层的扰动,为安全进洞发挥了作用.
    Abstract: The design parameters of shed-pipes of Xiamen Xiang'an sub-sea tunnel portal are presented and then the impacts and effects of shed-pipes are analyzed by FLAC (Fast Lagrangian Analysis of Continua). The key technologies of shed-pipe construction are summarized,and the problems and solutions in the con- struction process are mentioned.The 40 m long shed-pipes combined with grouting can act as“carrying arch”,which makes the distributing of ground subsidence uniform and can control the maximum settlement effectively.The problems of stratum disturbance,which caused by cyclic medium of boreholes,are overcome. The shed-pipes play important roles in tunneling in terms of safety.
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    • 参考文献(9)
  • [1] 王国欣,谢雄耀,黄宏伟.公路隧道洞口滑坡的机制分析及监控预报[J].岩石力学与工程学报,2006,25(2):268- 274.WANG Guo-xin,XIE Xiong-yao,HUANG Hong-wei.Mechanism analysis and monitoring forecast of landslide at road tun- nel face[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(2):268-274.(in Chinese)
    [2] 王梦恕,皇甫明.海底隧道修建中的关键问题[J].建筑科学与工程学报,2005,22(4):1-4.WANG Meng-shu,HUANGFU Ming.Key problems on sub-sea tunnel construction[J].Journal of Architecture and Civil Engineering,2005,22(4):1-4.(in Chinese)
    [3] 曾超,张建斌.厦门翔安(海底)隧道土建工程简介[C]//海底与水下隧道国际学术交流会,北京:北京交通大学,2005.ZENG Chao,ZHANG Jian-bin.Introduction of Xiamen Xiang' An subsea tunnel civil engineering[C]//International Confer- ence on the Undersea Tunnels,Beijing:Beijing Jiaotong University,2005.(in Chinese)
    [4] 郭小红.对厦门东通道海底隧道几个技术问题的探讨[C]//海底与水下隧道国际学术交流会,北京:北京交通大学,2005.GUO Xiao-hong.A study on several technical problems of Xiamen Xiang' An subsea tunnel[C]// International Conference on the Undersea Tunnels,Beijing:Beijing Jiaotong University,2005.(in Chinese)
    [5] 郭衍敬,张明聚,张斌.海底隧道穿越风化深槽施工方案[J].北京工业大学学报,2006,32(6):520-525.GUO Yan-jing,ZHANG Ming-ju,ZHANG Bin.A construction solution to tunneling through the deep weathered rock trough of sub-sea tunnels[J].Journal of Beijing University of Technology,2006,32(6):520-525.(in Chinese)
    [6] 关宝树.隧道工程施工要点集[M].北京:人民交通出版社,2004.
    [7] 王梦恕.地下工程浅埋暗挖技术通论[M].合肥:安徽教育出版社,2004.
    [8] 刘波,韩彦辉.FLAC原理、实例与应用指南[M].北京:人民交通出版社,2005.
    [9] 徐林生,孙均.洋碰隧道CRD工法施工过程的动态仿真数值模拟研究[J].地质灾害与环境保护,2001,12(1):58- 63.XU Lin-sheng,SUN Jun.Numerical Simulation of dynamic emulation on CRD construction process in Yangpeng tunnel[J]. Journal of Geological Hazards and Environment Preservation,2001,12(1):58-63.(in Chinese)
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出版历程
  • 收稿日期:  2006-10-11
  • 网络出版日期:  2022-12-29

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