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pack anchor apparatus for using reclaimed and fill-up ground

机译:使用填土和填土的背包固定装置

摘要

A pack anchor device for reclaimed and fill-up ground according to the present invention comprises: an expansion pack which is inserted into a perforation hole formed by perforating reclaimed and fill-up ground and forms a frame to be expanded upon pressurized grouting; a plurality of tensile steel wires which is installed along the longitudinal direction inside the expansion pack to store a tensile force during repetition of pressurized grouting and drawing; a wire fastener which is provided at a center portion of the plurality of tensile steel wires and fixes the same; a grout injection hose which is installed along the longitudinal direction inside the expansion pack together with the plurality of tensile steel wires to inject grout into the expansion pack; a pack protection net which is provided outside the expansion pack to surround and protect the expansion pack; and one of a corrugated tube part which is provided in a vertically opened body to surround the plurality of tensile steel wires and the grout injection hose in the expansion pack and has an outer circumferential surface formed in a plurality of corrugated shapes, a cylindrical straight tube, and a polygonal tube. While a fabric pack is inserted into the perforation hole for perforating the reclaimed and fill-up ground with poor construction conditions, such as the ground is fragile and filled with rubble stone, and is expanded without the grout injected into the inside being lost to the outside upon pressurized grouting, the collapse of the perforation hole is prevented. Even if the perforation hole is collapsed, a solid foundation structure can be easily constructed by performing smooth expansion, hardening, and curing in a fixing zone regardless of this. It is possible to prevent breakage such as tearing of an earth anchor pack due to expansion during pressurized grouting in the perforation hole.
机译:根据本发明的用于填土和填土的填土锚固装置包括:膨胀填料,其插入通过对填土和填土的射孔形成的穿孔中,并形成在加压注浆时膨胀的框架;沿拉伸方向在膨胀包内部安装的多根拉伸钢丝,以在反复进行加压灌浆和拉拔时储存拉力。钢丝紧固件,其设置在多根拉伸钢丝的中央部分并固定。灌浆注入软管,其沿着纵向方向与多根拉伸钢丝一起安装在膨胀包内部,以将灌浆注入膨胀包中。在扩展包外部提供的包保护网,以包围并保护扩展包;波纹管部分之一,其设置在竖直打开的主体中,以围绕膨胀包中的多根拉伸钢丝和灌浆软管,并具有形成为多个波纹形状的外周表面,其为圆柱形直管。和一个多边形管。将织物包插入穿孔孔中以打孔施工条件较差的填埋场时,例如地面易碎并充满碎石,并且在膨胀时不会向内部注入水泥浆在加压注浆的外部,防止了穿孔的塌陷。即使穿孔被塌陷,也可以通过在固定区域中进行平滑的膨胀,硬化和固化而容易地构造坚固的基础结构。可以防止由于在孔中加压注浆期间的膨胀而导致的诸如土锚包破裂的破裂。

著录项

  • 公开/公告号KR101985506B1

    专利类型

  • 公开/公告日2019-06-04

    原文格式PDF

  • 申请/专利权人 SHIN DONG EUN;

    申请/专利号KR20170162534

  • 发明设计人 SHIN DONG EUN;

    申请日2017-11-30

  • 分类号E02D5/80;

  • 国家 KR

  • 入库时间 2022-08-21 11:48:28

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