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METHOD OF CONSTRUCTION FOR PENETRATING SIMPLIFIED RECHARGE DRAINAGE

机译:穿透简化补给排水的施工方法

摘要

PURPOSE:To execute excavating work in a short term at a low cost without using any particular mechanical equipment by removing a sandy component of underground water, pumped up from a pumping up well, through a sedimentation basin, and thereafter allowing the water to penetrate by its own weight in a free underground water layer outside water shield wall. CONSTITUTION:Excavating construction work is performed while pumping up underground water from a pumping up well 2 by a submerged pump 4, and the pumped up underground water is drained to a drainage channel; 8 through a sedimentation tank 12. The underground water, accumulated in the drainage channel 8, penetrates by own weight a free underground water layer 5 outside water shield wall 1 from the internal surface of a groove 9. Since penetrability of the underground water, which penetrates the free underground water layer 5, is decreased smaller than that of the original ground, the underground water of an amount or more, recirculated to an excavation hole side, is pumped up by the submerged pump. In this way, underground construction work can be performed under a dry condition by dropping a level of free underground water to L' in the inner and outer of the water shield wall 1.
机译:目的:在不使用任何特殊机械设备的情况下,通过在短期内以低成本执行挖掘工作,方法是从抽水井中抽出的地下水中的沙状成分通过沉淀池,然后使水渗透自重位于挡水墙外的自由地下水层中。组成:挖掘工程是在用潜水泵4从抽水井2抽水的同时进行的,抽出的地下水排到排水渠;图8中的水通过沉淀池12。积聚在排水通道8中的地下水通过自重从凹槽9的内表面渗透到水屏蔽壁1外部的自由地下水层5。由于地下水的渗透性,渗入自由地下水层5的深度小于原始地面的深度,则循环到挖掘孔侧的地下水数量大于或等于原来的量,被潜水泵抽走。以此方式,通过将一定水平的自由地下水滴到挡水墙1的内部和外部的L'中,可以在干燥条件下进行地下建筑工作。

著录项

  • 公开/公告号JPH03257220A

    专利类型

  • 公开/公告日1991-11-15

    原文格式PDF

  • 申请/专利权人 TAKENAKA KOMUTEN CO LTD;

    申请/专利号JP19900054757

  • 发明设计人 ASADA KAZUHIKO;SEIWA HIDEAKI;MORI KAORU;

    申请日1990-03-05

  • 分类号E02B11/00;E02D19/10;E02D19/12;

  • 国家 JP

  • 入库时间 2022-08-22 05:40:32

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