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沉管隧道节段接头可注浆止水带使用改良
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  • 英文篇名:Improvement the effectiveness of injectable waterstop used for the segmented joint of immersed tunnel
  • 作者:林巍 ; 林鸣 ; Joel ; Van ; Stee ; 尹海卿 ; 董政
  • 英文作者:LIN Wei;LIN Ming;Joel van Stee;YIN Hai-qing;DONG Zheng;Hongkong-Zhuhai-Macao Island and Tunnel Project General Office Design Division;Hongkong-Zhuhai-Macao Island and Tunnel Project General Office;Trelleborg B.V.;
  • 关键词:沉管隧道 ; 止水 ; 止水带 ; 工厂法 ; 港珠澳大桥
  • 英文关键词:immersed tunnel;;water sealing;;waterstop;;factory method;;HZMB
  • 中文刊名:SDGK
  • 英文刊名:Journal of Waterway and Harbor
  • 机构:港珠澳大桥岛隧工程项目总部设计分部;港珠澳大桥岛隧工程项目总经理部;TrelleborgB.V.;
  • 出版日期:2018-12-15
  • 出版单位:水道港口
  • 年:2018
  • 期:v.39
  • 语种:中文;
  • 页:SDGK2018S2009
  • 页数:6
  • CN:S2
  • ISSN:12-1176/U
  • 分类号:67-71+79
摘要
港珠澳大桥岛隧工程的沉管隧道有219个节段接头,其中60%水深超过40 m。每个节段接头的环向长度90 m。为了保证可注浆止水带的止水效果,对止水带的使用进行了系统的改良。2013年5月至2017年3月,33个管节已在水下安装,节段接头部位均未发现漏水。文章讨论可注浆止水带的使用改良的方法与原因。
        The immersed tunnel in Hong Kong-Zhuhai-Macao( HZMB) island and tunnel project has 219 segment joints,of which 60% is 40 m below water. Each joint has a circumferential length of 90 m. To ensure the effectiveness of injectable waterstop,a systematic improvements were made to the use of the waterstop. From May 2013 to March 2017,all tunnel elements were installed below the water,no leakage is found at the segment joints up to now. This paper discussed the improvements of the way of using injectable waterstop and the reason.
引文
[1]W.Janssen,Waterproofing of the tunnel structure[C]//Immersed tunnels.Delta Tunnelling Symposium.Amsterdam:Tunnelling Section of the Royal Institution of Engineers in the Netherlands,1978.
    [2]林鸣,林巍.沉管隧道结构选型的原理和方法[J].中国港湾建设,2016(1):1-5+36.LIN M,LIN W.Mechanism and Methodology of Structural-Type Selection of Immersed Tunne[J].China Harbour Engineering,2016(1):1-5+36.
    [3]林鸣,林巍,李哈汀,等.港珠澳大桥沉管隧道运行情况[J].中国港湾建设,2018,38(1):1-6.LIN M,LIN W,LI H T,et al.Immersed tunnel operational condition of Hong Kong-Zhuhai-Macao Bridge[J].China Harbour Engineering,2018,38(1):1-6.

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