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Verification of bearing capacity of cast-in-place pile and augmentation manner

机译:灌注桩承载力验证及加固方式

摘要

PURPOSE: To achieve confirmation of the support force of a cast-in-place pipe and the increase of the support force of a tip ground through a low-cost device. ;CONSTITUTION: A cylindrical auxiliary device 10 is installed to the bottom part of a pile hole H, the lower end of a press-in pipe 30 is positioned in the middle of the internal height of the auxiliary device 10, and concrete is placed in the pile hole H to build a cast-in-place pile 40. After curing of the pile 40, curable fluid 50 is pressed in through the press-in pipe 30 to divide the tip part of the pile into upper and lower sections. The tip ground is consolidated through peripheral surface friction of the pile 40 serving as a reaction force to increase a support force, and the support force is confirmed by means of the current press-in force of fluid.;COPYRIGHT: (C)1994,JPO&Japio
机译:目的:通过低成本的装置来确认现浇管的支撑力和尖端磨削的支撑力的增加。 ;构成:圆柱形的辅助装置10安装在桩孔H的底部,压入管30的下端位于辅助装置10的内部高度的中间,并在其中放置混凝土。在桩孔H中建造现浇桩40。在桩40固化之后,可固化流体50通过压入管30被压入,以将桩的尖端部分分成上部和下部。尖端地面通过作为反作用力的桩40的圆周表面摩擦而固结,以增加支撑力,并通过当前的流体压入力来确定支撑力。;版权:(C)1994,日本特许厅

著录项

  • 公开/公告号JP3107458B2

    专利类型

  • 公开/公告日2000-11-06

    原文格式PDF

  • 申请/专利权人 岸田 英明;株式会社ジオトップ;

    申请/专利号JP19920165988

  • 发明设计人 岸田 英明;

    申请日1992-06-24

  • 分类号E02D5/36;

  • 国家 JP

  • 入库时间 2022-08-22 02:05:18

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