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STEEL PIPE PILE CONSTRUCTING METHOD WITH ROTARY PENETRATION

机译:旋转侵彻的钢管桩施工方法

摘要

PURPOSE: To generate a sufficient tip supporting force with a steel pipe pile with rotary penetration having a large dia. over 600mm. ;CONSTITUTION: The ground 1 in the position where a pile is to be installed, is in advance excavated to near the setting depth specified, and cement powder is injected to the area around where setting foremost is planned, and then a rotarily penetrating steel pipe pile 5 is driven to the setting depth. Thereby the cement powder is mixed with the surrounding earth and sand and the subsoil water with penetrating of the pile to generate a soil cement 6, which blocks the tip of the pile.;COPYRIGHT: (C)1993,JPO&Japio
机译:目的:用直径大的旋转穿透钢管桩产生足够的尖端支撑力。超过600毫米。 ;构成:将要安装桩的位置的地面1预先开挖到指定的设定深度附近,然后将水泥粉注入计划最先设定的区域,然后旋转穿透钢管将桩5打入设定深度。从而使水泥粉与周围的泥土,沙子和底土水混合,并渗透到桩中,生成土壤水泥6,该水泥阻塞桩的尖端。;版权所有:(C)1993,日本特许厅,日本杂志

著录项

  • 公开/公告号JPH05295731A

    专利类型

  • 公开/公告日1993-11-09

    原文格式PDF

  • 申请/专利权人 KAWASAKI STEEL CORP;

    申请/专利号JP19920127937

  • 申请日1992-04-22

  • 分类号E02D7/22;E02D5/62;E02D7/00;

  • 国家 JP

  • 入库时间 2022-08-22 05:16:12

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