首页> 外国专利> Thrust Prediction Method for Rescue from Collapsed Subway Tunnel Using Propulsion Pipe Construction Method

Thrust Prediction Method for Rescue from Collapsed Subway Tunnel Using Propulsion Pipe Construction Method

机译:基于推进管施工方法的坍塌地铁隧道推力预测方法

摘要

An object of the present invention is to provide a thrust force prediction method for rescue by a propulsion tube construction method for a collapsed subway tunnel. SOLUTION: The present invention relates to a method for predicting the thrust of a propulsion pipe when a subway tunnel collapses and is rescued by a propulsion pipe construction method. The method includes the steps of determining the height H of the collapsing block and the unit volume weight γ; determining the distance H1 from the central axis of the propulsion tube to the bottom of the tunnel; Determining the horizontal length L of the landslide block at the central axis of the propulsion pipe; determining the cohesive force c and internal friction angle of the collapsed block; and the interface between the collapsed block and the outer wall of the propulsion pipe. Determining the frictional force τ; determining the number m of propulsion tubes within a horizontal length L and the number n of whole propulsion tubes; determining the length L3 of the normal section of the propulsion tube and the length L4 of the enlarged head section; and determining the total thrust T required for the propulsion tubes. [Selection figure] None
机译:本发明的目的在于提供一种通过推进管施工方法对坍塌的地铁隧道进行救援的推力预测方法。解决方案:本发明涉及一种地铁隧道坍塌时推进管推力的预测方法,以及一种推进管施工方法。该方法包括确定塌陷块高度H和单位体积重量γ的步骤;确定从推进管中心轴到隧道底部的距离H1;确定推进管中心轴线滑坡块的水平长度L;确定塌陷块的内聚力c和内摩擦角;以及坍塌块与推进管外壁之间的界面。确定摩擦力τ;确定水平长度L内的推进管数m和整个推进管数n;确定推进管正常部分的长度L3和扩大头部部分的长度L4;并确定推进管所需的总推力 T。[选择图]没有

著录项

  • 公开/公告号JP2023504306A;JP2023000504306A;JP2023504306A;JP2023504306

    专利类型

  • 公开/公告日2023-02-02

    原文格式PDF

  • 申请/专利权人 CHINA RAILWAY NO.9 GROUP CO. LTD;

    申请/专利号JP2022549229;JP202200000549229;JP2022549229A;JP20220549229

  • 发明设计人

    申请日2021-07-30

  • 分类号E21D9/06;

  • 国家

  • 入库时间 2024-06-14 23:49:24

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