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ON-SITE PILE CONSTRUCTION IN BANKING-CREATED GROUND

机译:银行大楼地面的现场桩施工

摘要

PURPOSE:To omit excavation work as well as raise the quality of piles by a method in which Hume pipes constituting a casing for piles are set, banking gradation of the ground is made, an iron bar cage is inserted into the Hume pipes, and concrete is placed. CONSTITUTION:A hole for footing is excavated in the supporting layer E as the original ground before banking, Hume pipes 2a constituting a casing for piles are set in the hole, and concrete 3 is placed into the surrounding aperture. Each time the Hume pipes 2b and 2c are stacked up in order, banking operation is made, and when the level of banking-created ground D is reached, an iron bar cage is inserted into the casings 2a-2c and concrete is placed to construct an on-site pile A. Since on-site pile is constructed after the bottom of pile is confirmed and the ground is created, the quality of the piles can be raised.
机译:用途:为了省略开挖工作并提高桩的质量,采用以下方法:设置构成桩套的休ume管,对地面进行分级,将钢筋笼插入休ume管,并浇筑混凝土被放置。构成:在支撑层E上开挖一个立足的孔,作为铺路前的原始地面,将构成桩用套管的休ume管2a置于该孔中,并将混凝土3放入周围的孔中。每次将休ume管2b和2c按顺序堆叠时,进行堤坝作业,并且当达到堤坝产生的地面D的高度时,将铁笼插入到壳体2a-2c中,并放置混凝土以进行构造。 A.由于现场桩是在确定桩底并创建地面之后构造的,因此可以提高桩的质量。

著录项

  • 公开/公告号JPS5955916A

    专利类型

  • 公开/公告日1984-03-31

    原文格式PDF

  • 申请/专利权人 TAKENAKA KOMUTEN KK;

    申请/专利号JP19820164744

  • 发明设计人 KATOU YUUZOU;IDE KOUJI;

    申请日1982-09-20

  • 分类号E02D5/38;

  • 国家 JP

  • 入库时间 2022-08-22 09:28:42

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