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Construction methods of screw-in steel pipe pile

机译:旋入式钢管桩的施工方法

摘要

PROBLEM TO BE SOLVED: To provide a screwed type steel pipe pile with low-vibration and low-noise characteristics, capable of obtaining large tip-supporting force, allowing non-earth- removal construction to be performed even in the case of the screwed type steel pipe pile having a large diameter, easily drive a solidifying material such as concrete, etc., because the steel pipe pile is penetrated in a rotated manner for earth and sand not to enter a diameter-enlarged part, and obtain rigidity capable of accommodating to horizontal force and bending moment generated in a pile head part by means of the diameter-enlarged pile head part and the solidifying material driven thereinto such as concrete and others. ;SOLUTION: The screwed type steel pipe pile is provided with a lower steel pipe 2 having a blade 10 at least at its end part or in the proximity thereof and an upper steel pipe 3 with a larger diameter than the steel pipe 2, having a steel plate 4 the center of which is fitted with an opening 4b where the steel pipe 2 is inserted. The steel pipe 3 is penetrated into the upper outer periphery of the steel pipe 2 penetrated in the ground for a part of the steel pipe 2 to be protruded within the steel pipe 3. The solidifying material 5 such as concrete, etc., is driven at least within the upper part of the steel pipe 2 and the steel pipe 3.;COPYRIGHT: (C)2001,JPO
机译:要解决的问题:提供一种具有低振动和低噪声特性的螺纹型钢管桩,该钢管桩能够获得较大的尖端支撑力,即使在螺纹型钢管桩的情况下也可以进行非除土施工大直径的钢管桩由于以旋转的方式穿透了土壤和沙子而不会进入扩径部,因此获得了能够适应的刚性,因此容易旋转混凝土等固化性材料。借助于直径增大的桩头部分和被驱动到其中的凝固材料,例如混凝土等,在桩头部分产生的水平力和弯矩。 :解决方案:螺纹式钢管桩设有下部钢管2和下部钢管2,下部钢管2至少在其端部或其附近具有叶片10,上部钢管3的直径比钢管2的直径大。钢板4的中央装有开口4b,钢管2插入其中。钢管3被插入到地下的钢管2的上部外周中,从而钢管2的一部分向钢管3内突出。混凝土等凝固材料5被驱动。至少在钢管2和钢管3的上部内。版权所有:(C)2001,JPO

著录项

  • 公开/公告号JP3937382B2

    专利类型

  • 公开/公告日2007-06-27

    原文格式PDF

  • 申请/专利权人 JFEスチール株式会社;

    申请/专利号JP20000108203

  • 发明设计人 林 正宏;

    申请日2000-04-10

  • 分类号E02D5/30;E02D5/48;E02D5/50;E02D5/54;E02D5/56;

  • 国家 JP

  • 入库时间 2022-08-21 21:08:35

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