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TUNNEL, TUNNEL CONSTRUCTION METHOD, AND DEVICE FOR SUPPRESSING CRACKING OF LINING CONCRETE

机译:隧道,衬砌混凝土的压制方法及装置

摘要

PROBLEM TO BE SOLVED: To provide a technology of restraining lining concrete from being cracked due to the displacement of natural ground, in tunnel lining.;SOLUTION: This tunnel includes: a sprayed concrete section which is composed of concrete sprayed on the excavated surface of the natural ground; a fixing section which is inserted toward the natural ground from the inside of the sprayed concrete section, so as to integrate the natural ground and the sprayed concrete section together; a buffer section which is composed of an elastic member provided inside the sprayed concrete section in such a manner as to cover the concrete section, and which is thick enough to allow the displacement of the natural ground; and a lining concrete section which is provided in such a manner as to cover the inside of the buffer section.;COPYRIGHT: (C)2010,JPO&INPIT
机译:解决的问题:提供一种防止衬砌混凝土在隧道衬砌中因自然地面位移而开裂的技术;解决方案:该隧道包括:喷射混凝土部分,该部分由喷射在混凝土开挖表面上的混凝土组成自然环境;固定部分,其从喷射混凝土部分的内部朝自然地面插入,以将自然地面和喷射混凝土部分结合在一起;缓冲部分,其由弹性部件构成,该弹性部件以覆盖混凝土部分的方式设置在喷射混凝土部分的内部,并且缓冲部分的厚度足以允许自然地面的位移。衬砌混凝土部分以覆盖缓冲部分内部的方式提供。版权所有:(C)2010,JPO&INPIT

著录项

  • 公开/公告号JP2010001633A

    专利类型

  • 公开/公告日2010-01-07

    原文格式PDF

  • 申请/专利权人 MAEDA CORP;

    申请/专利号JP20080160334

  • 发明设计人 HARA HIDETOSHI;SAKAGUCHI SHINYA;

    申请日2008-06-19

  • 分类号E21D11/38;E21D11/10;

  • 国家 JP

  • 入库时间 2022-08-21 18:59:35

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