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TEST METHOD AND TEST DEVICE FOR BEARING POWER OF PILE BURIED IN GROUND

机译:地下埋桩承载力的测试方法及测试装置

摘要

PROBLEM TO BE SOLVED: To obtain reliable data tested in a short time. ;SOLUTION: The test device measures the bearing power of a pile 12 buried in the ground 10, in which a measuring instrument 16 that measures the loading load applied to a pile head 14 located at the upper end of the pile 12 and the displacement is placed. Then the basic structure is constructed so that the loading load and displacement of the pile head 14, which are caused by the dropping impact of a dead weight 18 when a prescribed mass of the dead weight 18 is dropped from the upper part of the pile head 14, are measured with the measuring instrument 16, and the bearing power of the pile 12 is determined based on the measurement value obtained thereby. A plastic cushion material 20 plasticity deformed by the dropping impact of the dead weight 18 is mounted on the pile head 14 when determining this bearing power. The plastic cushion material 20 is formed to a circular cone tapered off to the top end, and the area of the lower end side is made smaller than the area of the pile head 14, which is mounted on the pile head 14 so that the point end is located on the central axis of the pile head 14.;COPYRIGHT: (C)2003,JPO
机译:解决的问题:要在短时间内获得经过测试的可靠数据。 ;解决方案:测试设备测量埋在地下10中的桩12的承载力,其中测量仪器16用于测量施加到位于桩12上端的桩头14的载荷,并且位移是放置。然后构造基本结构,使得当自重18的规定质量从桩头的上部下落时,由自重18的下落冲击引起的桩头14的载荷和位移。如图14所示,用测量仪器16进行测量,并根据由此获得的测量值确定桩12的承载力。当确定该承载力时,由于自重18的下降冲击而变形的塑性缓冲材料20被安装在桩头14上。塑料缓冲材料20形成为圆锥形至顶端逐渐变细的圆锥形,并且使下端侧的面积小于安装在桩头14上的桩头14的面积,使得该点末端位于桩头14的中心轴上。版权所有:(C)2003,JPO

著录项

  • 公开/公告号JP2003042865A

    专利类型

  • 公开/公告日2003-02-13

    原文格式PDF

  • 申请/专利权人 TAMA KAYAKU KIKO KK;

    申请/专利号JP20010234912

  • 发明设计人 NISHIMURA SHINJI;KOJIMA IKUO;

    申请日2001-08-02

  • 分类号G01L5/00;E02D1/00;E02D33/00;

  • 国家 JP

  • 入库时间 2022-08-22 00:17:59

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