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APPARATUS TO UPGRADE END BEARING CAPACITY OF PILE AND PILE CONSTRUCTION METHOD

机译:一种提高桩​​端承载能力的方法及桩的施工方法

摘要

A steel pipe construction method is provided to strengthen the steel pipe by enlarging the front tip cross-section of steel pipe and increasing the coherence between front tip of steel pipe and concrete. An apparatus to strengthen bearing capacity of steel pipe(1) front tip(100) comprises a rib(110) fixed to the front tip outer side of the steel pipe, a donut-like extention board(120) fixed to the bottom of rib(120), a shear fixing member fixed to front tip inside of the steel pipe, a steel member fixed and supported by the shear fixing member. The steel pipe construction method comprises following steps: a step for forming the excavated hole it digs out the ground screw is used; a step for forming the concrete layer it applies the concrete in the bottom of inside of the excavated hole; a step for reclaiming to the concrete layer the tip-end part it inserts into the excavated hole the steel pipe in which the tip-end part supporting force enlarging apparatus is fixed; a step for filling to filler the head-space of the concrete layer.
机译:提供一种钢管构造方法,其通过增大钢管的前端横截面并增加钢管的前端与混凝土之间的结合力来加固钢管。一种用于增强钢管(1)的前端(100)的承载能力的设备,包括固定在钢管的前端的外侧的肋(110),固定在肋的底部的环状的伸缩板(120)。 (120),固定在钢管内部的前端的剪切固定部件,由剪切固定部件固定并支撑的钢材。钢管的施工方法包括以下步骤:使用形成挖出地螺钉的开孔的步骤。形成混凝土层的步骤是在开孔内部的底部施加混凝土。将前端部插入到挖掘孔中的钢管回收至混凝土层的步骤,在该钢管中固定有前端部支撑力扩大装置。填充以填充混凝土层的顶部空间的步骤。

著录项

  • 公开/公告号KR100869815B1

    专利类型

  • 公开/公告日2008-11-21

    原文格式PDF

  • 申请/专利权人 LIM SU YONG;

    申请/专利号KR20070032966

  • 发明设计人 LIM SU YONG;

    申请日2007-04-03

  • 分类号E02D5/28;E02D5/22;

  • 国家 KR

  • 入库时间 2022-08-21 19:14:24

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