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TUNNEL EXCAVATION METHOD, CAPABLE OF SAFELY EXCAVATING A TUNNEL WITH IMPROVED STABILITY

机译:隧道开挖方法,能够安全地开挖稳定性提高的隧道

摘要

PURPOSE: A tunnel excavation method is provided to remarkably reduce noise and environmental destruction when a tunnel is excavated, and to reduce construction costs by shortening construction time.;CONSTITUTION: A tunnel excavation method is as follows. An arch-shaped cross section(10) is formed between an in-situ ground(20) and an excavated ground(30). A foundation tunnel is formed by additionally excavating the excavated ground using vibration-proof excavating equipment. A lining structure(60) is formed by installing a lining along the excavated surface of the foundation tunnel. The ground is stabilized by injecting mortar to a space between the lining structure and the excavated surface of the foundation tunnel.;COPYRIGHT KIPO 2010
机译:目的:提供一种隧道开挖方法,可显着减少隧道开挖时的噪声和环境破坏,并通过缩短施工时间来降低施工成本。;构成:隧道开挖方法如下。在原地(20)和挖掘的地面(30)之间形成拱形横截面(10)。基础隧道是通过使用防振挖掘设备对挖掘的地面进行额外挖掘而形成的。通过沿基础隧道的开挖面安装衬砌而形成衬砌结构(60)。通过在衬砌结构和基础隧道的开挖表面之间的空间注入砂浆来稳定地面。; COPYRIGHT KIPO 2010

著录项

  • 公开/公告号KR20100055639A

    专利类型

  • 公开/公告日2010-05-27

    原文格式PDF

  • 申请/专利权人 KIM JIN HYUNG;

    申请/专利号KR20080114455

  • 发明设计人 KIM JIN HYUNG;

    申请日2008-11-18

  • 分类号E21D9/10;E21D9/00;

  • 国家 KR

  • 入库时间 2022-08-21 18:32:43

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