首页> 外国专利> REPAIRING METHOD FOR BULGING OF REINFORCED SOIL RETAING WALL AND SOIL-NAIL STRUCTURE USED FOR IT

REPAIRING METHOD FOR BULGING OF REINFORCED SOIL RETAING WALL AND SOIL-NAIL STRUCTURE USED FOR IT

机译:加筋土挡墙的修补方法及其所用的土钉结构

摘要

A repair and reinforcement method for the swelling phenomenon of a reinforced earth retaining wall and a soil nail structure used for the same are provided to resist additional earth pressure and water pressure without damaging geotextiles of a reinforced earth retaining wall, and to prevent the damage of shotcreate and the lowering in the efficiency of a soil nail by the flexural deformation of a steel plate. A repair and reinforcement method for the swelling phenomenon of a reinforced earth retaining wall comprises the steps of perforating a nail insertion holes(S100), inserting nails to a plurality of the nail insertion holes(S200), injecting grout materials to the nail insertion holes and curing(S300), installing welded steel wire fabrics at a certain distance from the front of the retaining wall(S400), making a pair of reinforcing bars contact with heads of the nails and fastening with the welded steel wire fabrics(S500), inserting a steel plate having a through hole at the center to the head of the nail and adhering the steel plate closely to the reinforcing bar using a nut to fasten to the head of the nail(S600), perforating a plurality of drain holes to penetrate the reinforced earth retaining wall and installing drainpipes to the drain holes to make one end extended to the thickness of shotcrete to be placed(S700), and placing shotcrete on the front of the retaining wall(S800).
机译:提供了一种用于加固土挡土墙的膨胀现象的修复和加固方法以及用于该方法的土钉结构,以抵抗额外的土压力和水压而不会损坏加固土护墙的土工织物,并防止损坏土工布。钢板的弯曲变形会导致shotcreate和土钉效率降低。一种用于加固土挡土墙膨胀现象的修复和加固方法,包括以下步骤:对钉子插入孔打孔(S100),将钉子插入多个钉子插入孔(S200),将灌浆材料注入钉子插入孔中固化(S300),在距挡土墙的前部一定距离处安装焊接钢丝织物(S400),使一对钢筋与钉子的头部接触,并与焊接钢丝织物紧固(S500),在钉头的中央插入一个具有通孔的钢板,并使用螺母将钢板紧紧固定在钢筋上,以将其紧固到钉头(S600),并在多个排水孔上打孔以穿透加筋土挡土墙,并在排水孔上安装排水管,使其一端延伸到要放置的喷射混凝土的厚度(S700),然后将喷土混凝土放置在挡土墙的前面(S800)。

著录项

  • 公开/公告号KR20090015363A

    专利类型

  • 公开/公告日2009-02-12

    原文格式PDF

  • 申请/专利权人 HYOSEOK CONSTRUCTION CO. LTD.;LEE SEONG YEOL;

    申请/专利号KR20070079636

  • 发明设计人 LEE SEONG YEOL;

    申请日2007-08-08

  • 分类号E02D5/80;E02D29/02;

  • 国家 KR

  • 入库时间 2022-08-21 19:13:59

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