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SOIL NAILING METHOD USING OPPRESSED GROUTING AND DEVICE THEREOF

机译:压浆灌浆的土钉方法及其装置

摘要

PURPOSE: The soil nailing method is provided to improve the stability of the structure of soil nailing due to enabling dense packing in vulnerable part and also enabling hardening function by the pressure of grouting ground. CONSTITUTION: The soil nailing method comprises the steps of: performing the drilling hole of a specific diameter through a drilling device at a specific position of the ground; establishing the reinforcing material of a pipe having the interval material in a specific interval on the outer circumference integrally established on the drilled hole; densely sealing the drilled hole by firmly establishing a packing member between the front end of the drilled hole and the outer circumference of the reinforcing material; grouting so the inside of the drilled hole as to be densely packed by spraying high-pressure cement milk supplied through the spraying hole of the pipe reinforcing material; establishing concrete toward the wall body of corresponding ground.
机译:目的:提供一种土钉法,以提高易损部位的致密性,并通过灌浆地面的压力使其硬化,从而提高土钉结构的稳定性。组成:土钉法包括以下步骤:在地面的特定位置通过钻探装置钻出特定直径的钻洞;在整体形成在钻孔上的外周上以特定间隔建立具有间隔材料的管的增强材料;通过在钻孔的前端和增强材料的外圆周之间牢固地建立一个密封件来致密地密封钻孔。通过喷涂从管道增强材料的喷孔供应的高压水泥乳,使钻孔内部密实地灌浆;在相应地面的墙体上建立混凝土。

著录项

  • 公开/公告号KR20000006985A

    专利类型

  • 公开/公告日2000-02-07

    原文格式PDF

  • 申请/专利权人 KONG IN CONSTRUCTION CO;

    申请/专利号KR19990051043

  • 发明设计人 CHUN BYUNG SIK;LIM HAE SIK;KIM HYUNG SIK;

    申请日1999-11-17

  • 分类号E02D17/08;E02D5/80;

  • 国家 KR

  • 入库时间 2022-08-22 01:46:10

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