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Processing site coverage and the manhole for having repaired sewage and ground water deposit Poisoning sewer

机译:污水处理厂的覆盖范围和修复污水和地下水沉积的人孔污水管道中毒

摘要

Lower surface drains, excavate channel (10) or tunnel stope, (15) direction of longitudinal axis is discharged, in the base (20) of grafting material (21), this polyethylene segment (30) is continuously inserted into required shape, this section is fitted to be in the face-down side and anchor log (33). The required final form for lagging the grafting material (20) of hardening generates, and is equipped with polyethylene sections (30) on forming drain electrode (40). Form polyethylene foil (31) and anchor log (33 ") on outer surface are laid on the side downwards. Each anchor log (33 " ') it is opposite with free space they be then filled with filled layer grafting material (20). It is to pass through welding. that lag, which hardens being disassembled with the connection of each polyethylene sections (30) and component (31) for that layer (40) form,IMAGEpolyethylene film
机译:下表面排水,挖掘通道(10)或隧道采场(15)沿纵轴方向排出,在接枝材料(21)的底部(20)中,该聚乙烯链段(30)连续插入所需的形状,截面安装在正面朝下的一侧,并固定在锚杆(33)上。产生使硬化的接枝材料(20)滞后所需的最终形式,并且在形成漏电极(40)上配备有聚乙烯部分(30)。将成型的聚乙烯箔(31)和外表面的锚杆(33“)向下放置。每个锚杆(33”')与自由空间相对,然后用填充层接枝材料(20)填充。它是通过焊接。滞后现象,随着每个聚乙烯部分(30)与该层(40)的组件(31)的连接而分解而硬化,聚乙烯薄膜

著录项

  • 公开/公告号CZ257791A3

    专利类型

  • 公开/公告日1993-06-16

    原文格式PDF

  • 申请/专利权人 SUBTERRA;

    申请/专利号CS19910002577

  • 发明设计人 KLASTERECKY JIRI ING;PRAZAK MILAN ING;

    申请日1991-08-21

  • 分类号E03F3/06;E03F3/04;

  • 国家 CZ

  • 入库时间 2022-08-22 05:12:25

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