首页> 外国专利> SLURRY TRENCH METHOD AND APPARATUS FOR CONSTRUCTING UNDERGROUND WALLS.

SLURRY TRENCH METHOD AND APPARATUS FOR CONSTRUCTING UNDERGROUND WALLS.

机译:施工地下墙的泥浆沟方法和装置。

摘要

A system for constructing narrow underground walls utilizing the slurry trench method is disclosed wherein a first apparatus excavates from one end of a slurry filled trench and a second apparatus is utilized for filling the trench with a wall forming material and at least a part of the excavating and/or filling apparatus is floated on the slurry in the trench. In one disclosed embodiment, narrow cut-off walls are formed by excavating from one end of a slurry filled trench and backfilling the trench at the opposite end by depositing therein a mixture of excavated soil and bentonite slurry from the trench, and includes a relatively large float adapted to be immersed in the slurry to prevent loading on the trench walls and stabilizing the apparatus for excavating purposes. In a further embodiment, in combination with a float-fin, low pressure tires or crawler treads bear a portion of the load and the distribution between the float and the ground engaging apparatus is accomplished by adjusting the bouyancy of the float, and the bouyancy of the float being adjusted by admitting or removing slurry or other liquid from the interior of the float.
机译:公开了一种利用泥浆沟槽方法构造狭窄地下墙的系统,其中第一装置从填满泥浆的沟槽的一端挖掘,而第二装置用于用壁形成材料和至少一部分挖掘物填充沟槽。和/或填充设备漂浮在沟槽中的浆料上。在一个公开的实施例中,通过从填满泥浆的沟槽的一端挖出并在另一端通过在其中沉积从挖沟中挖出的土壤和膨润土浆的混合物来回填沟槽来形成狭窄的防渗墙,并且包括相对较大的壁。适于浸入泥浆中的浮子,以防止在沟槽壁上的负载并稳定用于挖掘目的的设备。在另一实施例中,低压轮胎或履带板与浮子鳍结合,承担一部分负载,并且浮子与地面接合装置之间的分配是通过调节浮子的可弯曲性和可调节性来实现的。通过从浮子内部吸收或清除泥浆或其他液体来调节浮子。

著录项

  • 公开/公告号EP0056814A4

    专利类型

  • 公开/公告日1982-12-09

    原文格式PDF

  • 申请/专利权人 RESSI ARTURO L. DI CERVIA;

    申请/专利号EP19810902175

  • 发明设计人 RESSI ARTURO L. DI CERVIA;

    申请日1981-07-28

  • 分类号E02D5/18;E02F5/02;

  • 国家 EP

  • 入库时间 2022-08-22 10:35:51

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