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Micropile foundation structure and construction method of micropile foundation

机译:微型桩基础结构及微型桩基础的施工方法

摘要

The present invention relates to a micropile foundation structure and a construction method of a micropile foundation. According to the present invention, the micropile foundation structure is configured such that a soft ground is perforated, a steel bar is installed in the perforation, an injection material, commonly referred to as a grout fluid, is injected, and thus, a load of a structure transmitted through the steel bar can be transmitted to a firm lower ground through the injection material. According to the present invention, the micropile foundation structure comprises: a hollow mounting portion installed in the lower ground after or at the same time when the ground is perforated to transmit a load transmitted from an upper portion to the adjacent ground and having an outer diameter smaller than the diameter of the perforation; a hollow transmission portion connected to an upper end of the mounting portion to transmit the upper load transmitted from the upper portion to the mounting portion, extended to be exposed above the surface of the earth, and having an outer diameter smaller than the diameter of the perforation; one or more ring or C-shaped reinforcing structures provided on an outer surface of the transmission portion to reinforce the same; a blocking portion having a blocking means, which is protrudingly coupled to a circumference of an upper outer side of the mounting portion to prevent soil dust fallen from a transmission portion outer space from entering a mounting portion outer space, wherein the mounting portion outer space exists between an outer surface of the mounting portion and a hollow wall of the lower ground; the injection material filling a space in the perforated hollow wall to integrate the mounting portion with the adjacent ground; and a foundation portion of a reinforce concrete material formed to have a loading portion to be embedded therein.
机译:微型桩基础结构和微型桩基础的施工方法。根据本发明,微型桩基础结构被构造成使得对软土地进行穿孔,在穿孔中安装钢筋,注入通常被称为灌浆液的注入材料,并因此而产生载荷。通过钢筋传输的结构可以通过注入材料传输到坚固的下部地面。根据本发明,微桩基础结构包括:中空安装部分,该中空安装部分在地面穿孔之后或同时被安装在下部地面中以将从上部传递到相邻地面的载荷传递并且具有外径。小于穿孔的直径;中空的传递部分,其连接至安装部分的上端,以将从上部传递的上部载荷传递至安装部分,并延伸至暴露于地球表面上方,并且其外径小于传感器的直径。穿孔;一个或多个环形或C形加强结构设置在传动部分的外表面上以对其进行加强;具有阻挡装置的阻挡部分,该阻挡部分突出地连接到安装部分的上外侧的圆周,以防止从传动部分外部空间掉落的尘土进入安装部分外部空间,其中,安装部分外部空间存在在安装部分的外表面和下部地面的空心壁之间;注入材料填充有孔的中空壁中的空间以使安装部分与相邻的地面成为一体;钢筋混凝土的基础部分形成为具有嵌入其中的装载部分。

著录项

  • 公开/公告号KR101834950B1

    专利类型

  • 公开/公告日2018-03-07

    原文格式PDF

  • 申请/专利权人 NADA CONSTRUCTION;

    申请/专利号KR20170060049

  • 发明设计人 JEONG SOON YONG;

    申请日2017-05-15

  • 分类号E02D5/56;E02D5/72;

  • 国家 KR

  • 入库时间 2022-08-21 12:38:18

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