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Nailing Method using Self expanding Grout`s Sperate Injection Approach

机译:自膨式水泥浆单次注入法钉牢法

摘要

PURPOSE: A soil nailing method using a manner of separately injecting an expanding grout material is provided to save expansion agent and increase ground strength by injecting an expanding grout material mixed with cement to the lower end of a hole according to ground condition. CONSTITUTION: A soil nailing method using a manner of separately injecting an expanding grout material comprises following steps. A plurality of holes are formed on the ground. Nails are respectively installed in each of the holes. Bonding agent, which is formed by cement and expansion agent, and water are filled in a part of the hole in a ratio of 2:1. The expansion agent includes Al2O3, Ca0 and SO3. 1~40weight% of an expanding grout material is injected to the bonding agent. The mixture of cement and water is separately injected to the other part of the hole.
机译:目的:提供一种土钉法,该方法通过根据地面条件将与水泥混合的膨胀灌浆材料注入孔的下端,从而使用单独注入膨胀灌浆材料的方式来节省膨胀剂并增加地面强度。构成:采用单独注入膨胀灌浆材料的方式进行土壤钉牢的方法包括以下步骤。在地面上形成多个孔。钉子分别安装在每个孔中。由水泥和膨胀剂形成的粘合剂和水以2:1的比例填充到孔的一部分中。膨胀剂包括Al 2 O 3,Ca 0和SO 3。将1〜40wt%的膨胀灌浆材料注入粘合剂。水泥和水的混合物分别注入孔的另一部分。

著录项

  • 公开/公告号KR101201018B1

    专利类型

  • 公开/公告日2012-11-13

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20100000221

  • 发明设计人 김대영;김동준;

    申请日2010-01-04

  • 分类号E02D5/80;E02D3/12;C09K17/04;

  • 国家 KR

  • 入库时间 2022-08-21 16:28:14

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