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Tubular underground installation - comprises envelope positioned about tunnel, which absorbs forces of surrounding earth during subsidence

机译:管状地下设施-包括位于隧道周围的围护结构,在沉降过程中吸收周围地球的力

摘要

The tubular underground installation is esp. for use in regions which are prone to subsidence. The installation comprises an envelope positioned about the e.g. reinforced components (3) of the e.g. tunnel which absorbs the forces of the surrounding earth. The envelope consists of a layer of approximately constant thickness which lies between the external surface of the tunnel and the surrounding earth (9). - The layer is made up of a material which undergoes plastic deformation during relative displacement of the earth and the tunnel, in order to limit the forces experienced by the tunnel itself. The layer pref. consists of a clay-like material e.g. a mixture of bentonite and water.
机译:地下管状安装特别是。用于容易下陷的区域。该装置包括一个围绕例如外壳放置的信封。增强组件(3)吸收周围地球力的隧道。封套由一层厚度大致恒定的层组成,该层位于隧道的外表面和周围的土地(9)之间。 -该层由一种材料制成,该材料在泥土和隧道的相对位移过程中会发生塑性变形,以限制隧道本身承受的力。图层首选项。由类似粘土的材料组成,例如膨润土和水的混合物。

著录项

  • 公开/公告号BE900510A

    专利类型

  • 公开/公告日1985-01-02

    原文格式PDF

  • 申请/专利权人 DYCKERHOFF & WIDMANN AKTIENGESELLSCHAFT;

    申请/专利号BE19840213598

  • 发明设计人

    申请日1984-09-06

  • 分类号E21D;F16L;

  • 国家 BE

  • 入库时间 2022-08-22 08:20:01

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