首页> 外国专利> CONSTRUCTION METHOD FOR REINFORCEMENT OF PILE FOUNDATION GROUND BY USING TIP-DIAMETER-EXPANDING PILE, DIAMETER-EXPANDING APPARATUS FOR TIP-DIAMETER-EXPANDING PILE, AND DIAMETER-EXPANDING-APPARATUS ROTATING-AND-PRESSURISING DEVICE

CONSTRUCTION METHOD FOR REINFORCEMENT OF PILE FOUNDATION GROUND BY USING TIP-DIAMETER-EXPANDING PILE, DIAMETER-EXPANDING APPARATUS FOR TIP-DIAMETER-EXPANDING PILE, AND DIAMETER-EXPANDING-APPARATUS ROTATING-AND-PRESSURISING DEVICE

机译:扩径桩,扩径桩的扩径装置,扩径装置的旋转加压装置的桩基加固方法

摘要

The present invention concerns: a construction method for the reinforcement of pile foundation ground by using a tip-diameter-expanding pile, whereby it is possible to reinforce the foundation ground of the pile by rotating and cutting and at the same time expanding an expanding element at the bottom of the main pile body, such that the diameter-expanding apparatus seals off the space between the diametrically outer pile part and the ground inner wall so as to prevent the rising of underlying slime and also ensure support against the unworked ground on the outside of the borehole such that the density of the surrounding ground is substantially increased; and a diameter-expanding apparatus for the tip-diameter-expanding pile. The construction method for the reinforcement of pile foundation ground by using a tip-diameter-expanding pile of the present invention involves the use of a tip-diameter-expanding pile incorporating a main pile body of which the inside is shaped as an empty tube and incorporating a diameter-expanding apparatus of which the diameter expands and which couples to the bottom part of the main pile body, and the construction method of the present invention comprises: (a) a step in which the tip-diameter-expanding pile is driven into the ground; and (b) a step of sealing off all or part of the space between the ground inner wall and the diametrically outer pile part by means of expansion of the expanding element by pressurising the rear end of a pressurised part of the expanding element by inserting a pressurising element, which has a conical rear end, through an upper through-hole of the diameter-expanding apparatus and into a linking member while at the same time rotating the expanding element of the diameter-expanding apparatus, centred on the central axis of the pile.
机译:本发明涉及:一种通过使用尖端直径扩大的桩来加固桩基础的施工方法,从而可以通过旋转和切割来加固桩的基础,同时使膨胀元件膨胀。因此,扩径装置可以密封直径较大的桩外部分和地面内壁之间的空间,以防止底层泥浆上升,并确保对未使用的地面的支撑。在钻孔的外部,使得周围地面的密度大大增加;尖端扩径桩的扩径装置。本发明的通过使用扩径桩来加固桩基础的施工方法涉及使用扩径桩,该扩径桩包括内部为空管的主体形状的桩主体,以及本发明的施工方法包括:结合有扩径装置,该扩径装置的直径扩径并连接到桩主体的底部,并且本发明的施工方法包括:(a)驱动扩径扩径桩的步骤。进入地面(b)通过插入膨胀管对膨胀元件的受压部分的后端加压,通过膨胀元件的膨胀来密封地面内壁和径向外桩部分之间的全部或部分空间的步骤。具有圆锥形后端的加压元件穿过扩径装置的上部通孔进入连接构件,同时以扩径装置的中心轴为中心旋转扩径装置的膨胀元件。桩。

著录项

  • 公开/公告号WO2015122731A1

    专利类型

  • 公开/公告日2015-08-20

    原文格式PDF

  • 申请/专利权人 SAMIL ENGINEERING & CONSTRUCTION CO.LTD;

    申请/专利号WO2015KR01522

  • 发明设计人 YIM SEONG DAE;

    申请日2015-02-16

  • 分类号E02D5/72;

  • 国家 WO

  • 入库时间 2022-08-21 15:04:48

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