首页> 外国专利> Ground reinforcing grouting steel pipe with spiral injection hole and steel pipe grouting method using the same

Ground reinforcing grouting steel pipe with spiral injection hole and steel pipe grouting method using the same

机译:带螺旋喷孔的地面加固注浆钢管及其使用的钢管注浆方法

摘要

A grouting steel pipe for ground reinforcement having spirally arranged injection ports and a steel pipe grouting method using the same are provided to minimize the loss of internal force by an injection port in case of applying force vertically or horizontally, and to improve the anchoring force of the ground by guiding the dispersion effect of a grouting solution. A steel pipe grouting method using a grouting steel pipe for ground reinforcement comprises the steps of: penetrating and installing a grouting steel pipe(P) for ground reinforcement having spirally arranged injection ports in the earth; and injecting a grouting solution to the inside of the grouting steel pipe for ground reinforcement having the spirally arranged injection ports including the steps of forming a double pipe by having a grouting steel pipe for ground reinforcement having the spirally arranged injection ports as an outer pipe and installing an inner pipe having a spacer to the inside of the outer pipe, and injecting a grouting solution between the inner pipe and the outer pipe.
机译:提供一种具有螺旋状设置的注入口的地面加固用注浆钢管和使用该注浆钢管的钢管注浆方法,以在垂直或水平施加力的情况下使注入口的内力损失最小化,并提高锚固力。通过引导灌浆溶液的分散作用来使地面沉降。一种用注浆钢管进行地面加固的钢管注浆方法,包括以下步骤:穿透并安装在地面上具有螺旋状布置的注入口的注浆钢管(P)。向具有螺旋状注入口的地基加固用注浆钢管的内部注入注浆溶液,该步骤包括以下步骤:通过将具有螺旋状注入口的地基加固用注浆钢管作为外管,从而形成双管。将具有隔离物的内管安装到外管内部,并在内管和外管之间注入灌浆溶液。

著录项

  • 公开/公告号KR100930092B1

    专利类型

  • 公开/公告日2009-12-07

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20090074664

  • 发明设计人 류영호;구자춘;

    申请日2009-08-13

  • 分类号E02D3/12;

  • 国家 KR

  • 入库时间 2022-08-21 18:33:44

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