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Soil contamination purification zone construction method, in the soil contamination purification zone construction method which constructs

机译:土壤污染净化区的建设方法,在构造的土壤污染净化区的建设方法中

摘要

PPROBLEM TO BE SOLVED: To surely construct a continuous wall surface by a cleaning material by efficiently using the cleaning material. PSOLUTION: The soil contamination cleaning zone construction method includes: a process of installing a drilling pipe to an impermeable layer, filling a permeable cleaning material into the drilling pipe, drawing the drilling pipe and continuously constructing a cleaning body wall whose bottom is the impermeable layer; and a process of installing a sheet pile to the impermeable layer so as to be filled inside a cleaning body adjacent to the connection part of the respective cleaning walls, respectively. The process of continuously constructing the cleaning wall includes: a cleaning wall construction procedure of installing the drilling pipe to the impermeable layer, filling the permeable cleaning material into the drilling pipe, drawing the drilling pipe and constructing the cleaning wall; and a skip procedure of securing a position separated by a distance for the diameter of the drilling pipe next to the cleaning wall constructed by the cleaning wall construction procedure. The cleaning wall construction procedure and the skip procedure are alternately performed with respect to an area for constructing a ground water cleaning zone, the cleaning wall is constructed alternately, then the cleaning wall construction procedure is performed at the position secured by the skip procedure, and the respective cleaning walls are continuously formed. PCOPYRIGHT: (C)2011,JPO&INPIT
机译:

要解决的问题:通过有效地使用清洁材料来确保由清洁材料构造连续的墙壁表面。

解决方案:土壤污染清洁区的构建方法包括:将钻杆安装到不透水层上,将可渗透的清洗材料填充到钻杆中,拉动钻杆,并连续构造底部为防渗层;以及将板桩安装到不渗透层上以分别填充在与各个清洁壁的连接部分相邻的清洁体内的步骤。连续构造清洁墙的过程包括:清洁墙的施工过程,将钻杆安装到不渗透层上,将可渗透的清洁材料填充到钻杆中,拉动钻杆并构造清洁墙;以及跳过步骤,该步骤确保在与由清洁壁构造步骤构造的清洁壁相邻的位置处,以与钻杆的直径隔开一定距离的位置。相对于用于构造地下水清洁区的区域,交替执行清洁壁构造步骤和跳过步骤,交替构造清洁壁,然后在通过跳跃步骤确保的位置上执行清洁壁构造步骤,并且各个清洁壁是连续形成的。

版权:(C)2011,日本特许厅&INPIT

著录项

  • 公开/公告号JP5226624B2

    专利类型

  • 公开/公告日2013-07-03

    原文格式PDF

  • 申请/专利权人 日本基礎技術株式会社;

    申请/专利号JP20090167606

  • 申请日2009-07-16

  • 分类号B09C1/00;C02F1/28;C02F3/00;C02F1/70;B09C1/10;B09C1/02;B09C1/08;E02D3/10;

  • 国家 JP

  • 入库时间 2022-08-21 16:56:41

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