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SHIELD TUNNEL LINING METHOD AND SHIELD TUNNEL LINING CONSTRUCTION

机译:盾构隧道衬砌方法及盾构隧道衬砌施工

摘要

PROBLEM TO BE SOLVED: To eliminate secondary lining to promote earthquake resistance by sticking a water heading material along the inside surface of a segment of joints of a large number of segments forming primary lining, and applying application work such as resin spraying layer to the inside surface of the primary lining. ;SOLUTION: A belt-shaped water leading material 4 is stuck along the inside surface of a segment of joints of a large number of segments forming primary lining, and a continuous head race continued lengthwise and crosswise is formed in the interior wall of a shield tunnel. Then, a resin spraying waterproof layer is executed on the inside surface of the primary lining containing a part of the water leading material 4 to form a resin spraying layer 8. Then, water enters the tunnel wall from the ground moves like riverbed water in the head race 4 formed in succession and flows down to gather water in a drain 7. By the constitution, secondary lining constrains the free motion in the tunnel in the case of an earthquake for increasing rigidity of the tunnel, earthquake resistance of the tunnel main body is worsened, and earthquake resistance can be promoted by omitting the secondary lining.;COPYRIGHT: (C)1997,JPO
机译:要解决的问题:通过沿形成初级衬里的许多节段的节段的内表面粘贴防水材料,消除次衬层,以提高抗震性,并在内部进行喷涂工作,例如树脂喷涂层。主衬的表面。 ;解决方案:沿形成初级衬里的许多节段的节段的内表面粘贴带状导水材料4,并在屏蔽罩的内壁上形成沿纵向和横向连续的连续头部隧道。然后,在包含一部分导水材料4的一次衬里的内表面上执行树脂喷涂防水层,以形成树脂喷涂层8。然后,水从地面进入隧道壁,就像河床中的河床水一样。顶部座圈4依次形成并向下流动以将水收集到排水沟7中。通过这种构造,在地震的情况下,辅助衬砌限制了隧道中的自由运动,从而提高了隧道的刚度,增强了隧道主体的抗震性恶化,可以通过省略次衬来提高抗震性。;版权所有:(C)1997,日本特许厅

著录项

  • 公开/公告号JPH0972197A

    专利类型

  • 公开/公告日1997-03-18

    原文格式PDF

  • 申请/专利权人 SHIMIZU CORP;

    申请/专利号JP19950229976

  • 发明设计人 KURAISHI KENJI;

    申请日1995-09-07

  • 分类号E21D11/04;E21D11/38;

  • 国家 JP

  • 入库时间 2022-08-22 03:36:52

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