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Slope collapse prevention reinforcement body and slope collapse prevention reinforcement method using this

机译:边坡防塌加固体及使用该加固体的边坡防塌加固方法

摘要

To provide a collapse preventing reinforcement body and a collapse preventing reinforcement method that are adequate for a natural ground of a slope at a boundary area between ground anchoring and natural ground reinforcement earthmoving.SOLUTION: A slope collapse preventing reinforcement body 12 is installed in a borehole 11, which penetrates a moving clod in a natural ground of a slope and reaches an immovable natural ground. The slope collapse preventing reinforcement body comprises: a pressure bearing member 5 disposed on a surface layer part of the natural ground; a reinforcer 6 on which a stretch area that connects the pressure bearing member 5 and the immovable natural ground and is not integrated with the natural ground is formed; and protective materials 7a and 7b that are outer pipes of the reinforcer 6. The reinforcer 6 has a flexible wire and a covering material 17 that covers the wire in order to form the stretch area across substantially entire length. The reinforcer 6 and the non-flexible protective materials 7a and 7b are fixed and integrated with each other at a tip in an axial direction. The protective materials 7a and 7b are split into at least two in the axial direction and the split protective materials 7a and 7b are connected with each other by an elastic body 8.SELECTED DRAWING: Figure 2
机译:本发明提供一种防塌加固体和防塌加固方法,所述防塌加固体和防塌加固方法适用于在地面锚固和天然地面加固土方之间的边界区域处的斜坡的天然地面。解决方案:在钻孔11中安装防止边坡坍塌的加固体12,该加固体穿透边坡自然地面中的移动土块,并到达不可移动的自然地面。所述防塌坡加固体包括:设置在天然地面表层部分的承压构件5;加强件6,其上形成连接承压构件5和不可移动自然地面且未与自然地面整合的拉伸区域;以及保护材料7a和7b,它们是增强剂6的外部管道。加强件6具有柔性钢丝和覆盖该钢丝的覆盖材料17,以便在几乎整个长度上形成拉伸区域。加强件6和非柔性保护材料7a和7b在轴向尖端处彼此固定和集成。保护材料7a和7b在轴向上被分割成至少两个,并且分割的保护材料7a和7b通过弹性体8彼此连接。所选图形:图2

著录项

  • 公开/公告号JP7028817B2

    专利类型

  • 公开/公告日2022-03-02

    原文格式PDF

  • 申请/专利权人 東興ジオテック株式会社;

    申请/专利号JP20190043921

  • 发明设计人 惣島 公男;吉田 寛;

    申请日2019-03-11

  • 分类号E02D5/80;E02D17/20;

  • 国家 JP

  • 入库时间 2022-08-24 23:55:57

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