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CONSTRUCTION OF PILE FOUNDATION REINFORCED AGAINST HORIZONTAL FORCE

机译:抗水平力的桩基加固施工

摘要

PURPOSE:To raise the bearing capacity of the pile foundation by a method in which a cylindrical casing designed to close the aperture between the tip portion and a hollow pile on the upper periphery of the pile is driven into the ground, and concrete is placed into the upper space of the pile and the casing or the footing. CONSTITUTION:A cylindrical casing 4 provided with a partial bottom 3 to close the aperture between the tip portion and a hollow pile 1 erected into the ground on the upper periphery of the pile 1 is erected into the ground. A closing material 7 is set in the pile 1, concrete 9 is placed into the casing 4, and then concrete is placed for the footing 12.
机译:目的:通过一种方法来提高桩基础的承载力,在该方法中,将设计成封闭尖端部分和桩的上周缘中空桩之间的孔的圆柱形壳体打入地下,然后将混凝土放入桩和套管或桩基的上部空间。组成:一个圆柱状的外壳4,该外壳具有部分底部3,以封闭尖端部分与在桩1的上周边竖立到地面的空心桩1之间的孔。将封闭材料7放入桩1中,将混凝土9放入壳体4中,然后将混凝土放入基础12中。

著录项

  • 公开/公告号JPS60242224A

    专利类型

  • 公开/公告日1985-12-02

    原文格式PDF

  • 申请/专利权人 TOMOEGUMI TEKKOSHO:KK;

    申请/专利号JP19840202299

  • 发明设计人 TAKAHASHI HIDEYOSHI;UEKI TAKASHI;

    申请日1984-09-27

  • 分类号E02D5/48;E02D27/12;E02D27/34;

  • 国家 JP

  • 入库时间 2022-08-22 07:45:00

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