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method of fixing and tensioning an impermeable cover and suitable device for fixing and tensioning an impermeable cover to the ground surface of a loose material hydraulic work

机译:固定和张紧防渗盖的方法以及将不渗透盖固定和张紧到松散物料液压工作的地面的合适装置

摘要

suitable method and device for securing and tensioning an impermeable cover for loose material hydraulic works a suitable method and device for securing and tensioning an impermeable cover comprising a plurality of geotips (20) for the protection of hydraulic structures (10) of loose material such as dam, canal, and / or water basin. a plurality of ditches or grooves (14) are excavated in the ground (12, 13) of the hydraulic structure (10), all rotating in a predetermined direction; each trench (14) is shaped to have a finished surface suitable for contacting the geotracks (20) is provided by an inert compactable loose material with a fine particle size, for example less than 0.6-0.5 mm . In the case of soils containing rocky or inert materials with high particle size, each trench (14) may optionally include a layer of drainage material (15). The fixing of the waterproof cover consists of a plurality of geotips (20) is performed by placing the geotips (20) in contact with the soil surface, connecting the trenches (14); the geotracks (20) are sealed along the overlapping edges leading to a first set of alternative spaces (14a) and blocked by a first ballast material (22) leading the geotracks (20) to a second set of alternate ditches (14b) adjacent to the above. the geotaps (20) are tensioned by pushing and locking them in the second trench set (14b) by a second ballast material (22).
机译:用于固定和张紧用于松散材料液压的防渗盖的合适的方法和装置用于固定和张紧防渗透盖的合适的方法和装置,其包括多个用于保护松散材料的液压结构(10)的地质尖端(20),例如大坝,运河和/或水盆。在液压结构(10)的地面(12、13)中开挖多个沟槽或凹槽(14),它们全部沿预定方向旋转;每个沟槽(14)被成形为具有适合于接触地质轨道(20)的精加工表面,该表面由具有细粒度例如小于0.6-0.5mm的惰性可压缩的松散材料提供。在土壤中含有高粒度的岩石或惰性材料的情况下,每个沟槽(14)可以可选地包括一层排水材料(15)。防水盖的固定由多个土工头(20)组成,方法是使土工头(20)与土壤表面接触,连接沟槽(14);地质迹线(20)沿着重叠的边缘被密封,从而导致第一组替代空间(14a),并且被第一压载材料(22)阻挡,从而将地理迹线(20)引导至与之相邻的第二组替代沟槽(14b)。以上。通过第二压载材料(22)将它们压紧并锁定在第二沟槽组(14b)中,从而拉紧了它们。

著录项

  • 公开/公告号BR112013015631A2

    专利类型

  • 公开/公告日2016-10-11

    原文格式PDF

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

    申请/专利号BR20131115631

  • 发明设计人 ALBERTO SCUERO;

    申请日2012-01-12

  • 分类号E02B3/16;

  • 国家 BR

  • 入库时间 2022-08-21 14:27:10

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