首页> 外国专利> Construction method of underground grouting structure using vacuum drainage hole between injection hole and control of injection direction of grout material by vacuum drainage

Construction method of underground grouting structure using vacuum drainage hole between injection hole and control of injection direction of grout material by vacuum drainage

机译:利用注水孔之间的真空排水孔及注浆材料的注水方向控制的地下注浆结构的施工方法

摘要

PURPOSE: A construction method of a block type underground grout structure including vacuum drain hole formation and grout injection direction control by vacuum drainage is provided to construct a complete underground grout structure without discontinuities. CONSTITUTION: A construction method of a block type underground grout structure including vacuum drain hole formation and grout injection direction control by vacuum drainage is as follows. Injection holes(10) and vacuum drain holes(20) are bored at certain intervals in the ground. The vacuum drain holes are made into vacuum state while injecting grout into the injection holes, thereby leading the grout injected into the injection holes toward the vacuum drain holes. Bulbs are formed by the grout which flows from the injection holes toward the vacuum drain holes. Grout is injected in the vacuum drain holes so that an underground grout structure is formed.
机译:目的:提供一种包括真空排水孔形成和通过真空排水控制灌浆方向的块状地下灌浆结构的施工方法,以构造完整的地下灌浆结构,而不会产生不连续性。组成:一种块状地下灌浆结构的施工方法,包括真空排水孔的形成和通过真空排水控制灌浆方向的方法如下。喷孔(10)和真空排放孔(20)在地面上以一定间隔钻孔。在将灌浆注入到注入孔中的同时使真空排放孔处于真空状态,从而将注入到注入孔中的灌浆引向真空排放孔。球泡由灌浆形成,灌浆从注入孔流向真空排放孔。将灌浆注入真空排水孔中,从而形成地下灌浆结构。

著录项

  • 公开/公告号KR101068684B1

    专利类型

  • 公开/公告日2011-09-29

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20100066974

  • 发明设计人 배규진;신휴성;김동규;

    申请日2010-07-12

  • 分类号E02D3/12;E02D3/10;

  • 国家 KR

  • 入库时间 2022-08-21 17:49:42

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号