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GROUND REINFORCING METHOD OF EXCAVATED BATHOLITH

机译:开挖的露天矿的地基加固方法

摘要

PROBLEM TO BE SOLVED: To provide a ground reinforcing method of an excavated batholith, preventing boiling and heaving caused by excavating the ground.;SOLUTION: Before sinking the inside ground of an earth retaining wall 10, a soil improvement layer 9 is formed in the ground under the ground surface A scheduled to dig. A boring hole 3 is drilled from the ground to a position under the ground surface A scheduled to dig. A grouting external pipe 2 of a grouting pipe device 1 is inserted in the boring hole 3. Subsequently, a grouting internal pipe 4 is inserted in the grouting external pipe 2. The grouting external pipe 2 and the grouting internal pipe 4 are used to grout a filler in the ground under the ground surface A scheduled to dig, thereby forming the soil improvement layer 9 under the ground surface A scheduled to dig.;COPYRIGHT: (C)2008,JPO&INPIT
机译:要解决的问题:提供一种开挖的岩基的地面加固方法,以防止因开挖地面而引起的沸腾和起伏。计划在地面A下挖地面。从地面钻至计划开挖的地面A下方的位置的钻孔3。将注浆管装置1的注浆外管2插入到钻孔3中。随后,将注浆内管4插入到注浆外管2中。使用注浆外管2和注浆内管4进行注浆。在计划开挖的地表A下方的地面中填充填料,从而在计划开挖的地表A下方形成土壤改良层9。版权所有:(C)2008,日本特许厅&INPIT

著录项

  • 公开/公告号JP2008002199A

    专利类型

  • 公开/公告日2008-01-10

    原文格式PDF

  • 申请/专利权人 KYOKADO ENG CO LTD;

    申请/专利号JP20060174044

  • 发明设计人 SHIMADA SHUNSUKE;

    申请日2006-06-23

  • 分类号E02D3/12;

  • 国家 JP

  • 入库时间 2022-08-21 20:19:14

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