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METHOD OF REDUCING STRESS ON TUNNEL ROCK FACE UNDER HEAVY OVERBURDEN CONDITIONS

机译:重载条件下减轻隧道围岩应力的方法

摘要

A method of providing an overall improvement to a tunneling operation is disclosed. A standard TBM has the extension fingers removed from the leading part of the TBM (the stabilizer). A series of steel angles are welded onto the exterior surface of the stabilizer to provide a series of receptacles axially extending along the stabilizer. A plurality of roof support members which have been previously inserted in the receptacles so formed on the stabilizer, are fed out of the receptacles as the TBM moves ahead. At predetermined intervals ribs are mounted on these roof support members. The rib members are installed in the tunnel roof as soon as possible behind the stabilizer.
机译:公开了一种对隧道作业进行总体改进的方法。标准TBM的延伸指状物已从TBM(稳定器)的前部卸下。一系列钢角焊在稳定器的外表面上,以提供一系列沿稳定器轴向延伸的插座。当TBM向前移动时,多个先前已经插入在如此形成在稳定器上的接收器中的车顶支撑构件被从接收器中送出。肋以预定间隔安装在这些屋顶支撑构件上。肋骨尽快安装在隧道顶板的稳定器后面。

著录项

  • 公开/公告号WO2010003214A1

    专利类型

  • 公开/公告日2010-01-14

    原文格式PDF

  • 申请/专利权人 MCNALLY MICHAEL P.;

    申请/专利号WO2009CA00108

  • 发明设计人 MCNALLY MICHAEL P.;

    申请日2009-01-30

  • 分类号E21D23/04;E21D9/11;E21D9/14;

  • 国家 WO

  • 入库时间 2022-08-21 18:40:17

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