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METHOD AND DEVICE FOR DRAINING OFF THE WATER SEEPED INTO A SOIL BENEATH HYDRAULIC STRUCTURES

机译:在液压结构下将排入水中的水排泄的方法和装置

摘要

A method and a device for draining off water seeped in a soil underlying a hydraulic structure (10), such as a canal, basin, dams and the like. A protective and waterproofing covering (13, 14), is laid down on the bottom wall (11) and side walls (12) of the hydraulic structure (10), by providing the covering (13, 14) with one-way gravity drainage valves (17). The waterproof covering (14) along the side walls (12), is anchored by a concrete ballast (18A) within a longitudinal trench (15), and by one or more tiltable concrete slabs (18) overlapping the waterproof covering (14), in which the slab or slabs (18) downwards extend from the anchoring ballast (18A). The water seeped in the soil, having a level higher than that of the water in the hydraulic structure, flows off by gravity towards the one-way valves (17), along an interface between the waterproof geomembrane (14) and the soil, slightly raising the tiltable concrete slab or slabs (18) by pressure of the same water seeped into the soil, having a level greater than the level of the water into the hydraulic structure (10).
机译:一种用于排出渗入水力结构(10)下面的土壤中的水的方法和装置,该土壤例如是运河,盆地,水坝等。通过向覆盖物(13、14)提供单向重力排水,在水力结构(10)的底壁(11)和侧壁(12)上铺设防护防水覆盖物(13、14)。阀(17)。沿着侧壁(12)的防水覆盖物(14)由混凝土压载物(18A)锚固在纵向沟槽(15)内,并且由与防水覆盖物(14)重叠的一个或多个可倾斜的混凝土板(18)锚固,其中一个或多个平板(18)从锚定压载物(18A)向下延伸。渗入土壤的水的水位高于水力结构中的水的水平,由于重力,沿着防水土工膜(14)与土壤之间的界面向单向阀(17)流出。通过渗入土壤中的相同水的压力使一个或多个可倾斜的混凝土板(18)升高,该水平的水平面大于进入水力结构(10)的水平面。

著录项

  • 公开/公告号RO128934B1

    专利类型

  • 公开/公告日2017-07-28

    原文格式PDF

  • 申请/专利权人 GSI GEOSYNTEC INVESTMENT B.V.;

    申请/专利号RO20130000298

  • 发明设计人 SCUERO ALBERTO;

    申请日2011-10-13

  • 分类号E02B5/02;

  • 国家 RO

  • 入库时间 2022-08-21 13:36:42

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