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CONSTRUCTING METHOD FOR LOWERING OF GROUNDWATER LEVEL IN GROUND WITH WATER-PERMEABILITY

机译:具有透水性的地表水沉降的构造方法

摘要

PURPOSE: To improve the function and safety of permanent measures against groundwater for a structure set-up on the ground water-permeability, and to reduce the cost of construction therefor. ;CONSTITUTION: For a building 1 set-up on gravel soil 2 with water-permeability, under normal conditions, groundwater at the inside of a low-permeable layer 4 is drained outside from the gravel soil 2 by the operation of drainage 5 and a groundwater level is usually at the position lower than the level of the low- permeable layer 4 by the operation of drainage 7. In an earthquake, even if the drainage 5 function stops the low-permeable layer 4 can retard the rising of the groundwater level lowered since the layer U intercepts the rising thereof. On the other hand, even in the case where the drainage 7 function stops, the low-permeable layer 4 can similarly fulfill its function. That is, until the function of the drainage stopping is recovered, sufficient time is provided against after- shock much the same as the earthquake by operating either the drainage 5 or the drainage 7 and sufficient safety can be ensured against imaginable seismic force.;COPYRIGHT: (C)1995,JPO
机译:目的:提高永久性防地下水措施的功能和安全性,以建立一种可渗透地下水的结构,并降低其建造成本。 ;构成:对于设置在具有透水性的砾石土壤2上的建筑物1,在正常条件下,通过排水5和排水的作用,低渗透层4内部的地下水从砾石土壤2排出到外部。通过排水7的操作,地下水位通常位于低于低渗透层4的位置。在地震中,即使排水5功能停止,低渗透层4也可以阻止地下水位的上升由于层U截获了其上升而降低了。另一方面,即使在排水7的功能停止的情况下,低渗透层4也能够同样地发挥其功能。也就是说,在排水停止功能恢复之前,通过操作排水装置5或排水装置7,可以提供足够的时间来抵抗与地震类似的余震,并且可以确保足够的安全性抵抗可想象的地震力。 :(C)1995,日本特许厅

著录项

  • 公开/公告号JPH07259102A

    专利类型

  • 公开/公告日1995-10-09

    原文格式PDF

  • 申请/专利权人 KUMAGAI GUMI CO LTD;

    申请/专利号JP19940075385

  • 发明设计人 ABE KENICHI;ITO HIROSHI;

    申请日1994-03-22

  • 分类号E02D27/32;E02D3/10;E02D3/12;E02D27/34;E02D31/10;

  • 国家 JP

  • 入库时间 2022-08-22 04:21:49

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