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Pressing in underground excavation construction method and the subterranean structure construction construction method null cartridge

机译:压入式地下工程施工方法及地下结构施工方法

摘要

PROBLEM TO BE SOLVED: To enhance the efficiency of transporting the earth and sand excavated and to make it easy to dispose of the earth and sand by allowing water-bearing earth and sand excavated to drain naturally. SOLUTION: A cylindrical sunk element 1 is pressed into the ground 3 and sunk in position, and a cylindrical temporary element 2 having a smaller diameter than the sunk element 1 is pressed into the ground 3 inside the sunk element 1. Subsoil between the sunk element 1 and the temporary element 2 is excavated by a bucket 4, and the earth and sand 5 excavated are dumped into the temporary element 2 and left there for a while. After a predetermined time has elapsed since the dumping, the earth and sand 5 dumped are discharged to the outside of the temporary element 2 and conveyed by a dump truck, etc. Therefore, the earth and sand 5 left inside the temporary element 2 are allowed to drain naturally by the force of gravity, the amount of water contained in the earth and sand 5 decreases, and the weight of the earth and sand per unit volume decreases. A hole 6 excavated is used in the construction of a foundation pile.
机译:要解决的问题:通过使挖出的含水土和沙子自然流失,提高运输挖出的土和沙子的效率,并使其易于处置。解决方案:将圆柱形沉没元件1压入地面3中并沉入适当位置,将直径小于沉没元件1的圆柱形临时元件2压入沉没元件1内的地面3中。在图1中,用铲斗4挖掘临时构件2,将挖出的土砂5倾倒到临时构件2中,放置一会儿。从倾倒起经过预定​​时间之后,倾倒的泥土5被排放到临时元件2的外部,并通过自卸车等进行运输。因此,允许残留在临时元件2内部的泥土5。为了通过重力自然地排水,泥沙5中包含的水量减少,并且单位体积的泥沙重量减小。开挖的孔6用于基础桩的构造。

著录项

  • 公开/公告号JP3904294B2

    专利类型

  • 公开/公告日2007-04-11

    原文格式PDF

  • 申请/专利权人 株式会社加藤建設;

    申请/专利号JP19970187931

  • 发明设计人 濱田 良幸;竹田 倫也;佐藤 利行;

    申请日1997-07-14

  • 分类号E02D5/24;E02D29/00;E21D1/04;

  • 国家 JP

  • 入库时间 2022-08-21 21:09:00

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