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Prefabricated drainage structure and method for realising a subterrenean draining wall

机译:预制排水结构和释放地下排水墙的方法

摘要

The structure (10) has two well forming columns (12, 14) placed parallel to each other, and a strainer forming tube (16) connected with the well forming columns. Gripping zones (Z1-Z4) are connected to a lifting apparatus for handling the structure. The strainer forming tube is orthogonal with the well forming columns, and is extended between lower ends (12a, 14a) of the well forming columns. One of the gripping zones is located on a rigidification body (24). Slides (30) are extended along the well forming columns. Independent claims are also included for the following: (1) a draining assembly comprising an underground draining wall (2) a method for realizing an underground draining wall of a draining assembly.
机译:结构(10)具有彼此平行放置的两个井形成柱(12、14),以及与井形成柱连接的滤网形成管(16)。抓取区域(Z1-Z4)连接到用于搬运该结构的起重设备。滤网形成管与井形成柱正交,并在井形成柱的下端(12a,14a)之间延伸。抓握区域之一位于加强体(24)上。滑片(30)沿着井形成柱延伸。还包括以下方面的独立权利要求:(1)包括地下排水壁的排水组件(2)用于实现排水组件的地下排水壁的方法。

著录项

  • 公开/公告号EP2345763B1

    专利类型

  • 公开/公告日2017-12-20

    原文格式PDF

  • 申请/专利权人 SOLETANCHE FREYSSINET;

    申请/专利号EP20110150873

  • 申请日2011-01-13

  • 分类号E02B11/00;E02D3/10;

  • 国家 EP

  • 入库时间 2022-08-21 13:19:59

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