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ANCHOR-REINFORCED SOIL WALL

机译:锚固土墙

摘要

PROBLEM TO BE SOLVED: To enhance binding strength of a banking material, suppress compressive subsidence of the overall banking material, and prevent and reduce subsidence, sliding, swelling, fall-off, toppling and other changes in a wall surface material.SOLUTION: An anchor-reinforced soil wall includes: a wall surface 1 assembled vertically by alternately laminating a plurality of PCa hooked wall surface materials 2, 3 and a plurality of PCa hooking wall surface materials 4 without fastening each other, and hooking a hook-form part 7 to a hooked-form part 6, the hook-form part being formed on the hooking wall surface material so as to prevent deformation of the hooking wall surface material toward a front surface side relative to the hooked wall surface material, and the hooked-shape part being formed on the upper and lower hooked wall surface materials; a plurality of anchors 10 disposed on a rear surface side of the wall surface, a total of projected surface areas of a front surface of the anchors being 30 to 50% of an area of the wall surface; a reinforcing material 20 fastening the hooked wall surface material only and the anchor; and a filling material 30 filled on the rear surface side of the wall surface for embedding the anchor and the reinforcing material.SELECTED DRAWING: Figure 1
机译:解决的问题:提高堤岸材料的粘结强度,抑制整体堤岸材料的压缩沉陷,并防止和减少壁面材料的沉陷,滑动,膨胀,掉落,倾倒和其他变化。锚固加固的土墙包括:壁表面1,其通过彼此垂直地交替层叠多个PCa钩壁表面材料2、3和多个PCa钩壁表面材料4而垂直组装,并且钩住钩形部分7在钩状部6上形成有钩状部,该钩状部形成在钩状壁面材上,以防止钩状壁面材相对于该钩状壁面材朝向表面侧变形。该部分形成在上下钩壁表面材料上;在壁面的背面侧配置有多个锚固件10,这些锚固件的前表面的投影面积的总和为壁面积的30%〜50%。加强材料20,其仅紧固钩状壁表面材料和锚;填充材料30填充在壁表面的后表面侧上,用于嵌入锚固件和增强材料。

著录项

  • 公开/公告号JP6410672B2

    专利类型

  • 公开/公告日2018-10-24

    原文格式PDF

  • 申请/专利权人 株式会社箱型擁壁研究所;

    申请/专利号JP20150125925

  • 发明设计人 糸井 元保;

    申请日2015-06-23

  • 分类号E02D17/18;E02D5/80;E02D29/02;

  • 国家 JP

  • 入库时间 2022-08-21 13:11:01

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