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Front expanded anchor and pretension nail constructing method using thereof

机译:一种前扩式锚钉及预应力钉的施工方法

摘要

According to the present invention, provided is an anchor with an expanded front end, comprising: an anchor body having a hollow cylindrical shape and an expanded front end to be hooked and supported on ground of an inner circumferential surface of a hollow wall so as to generate a resistance force; a fixing block located on a rear end side of the anchor body and fixed to an end of the hollow wall such that when the anchor body is inserted into an inner surface of the hollow wall, the anchor body is in a position parallel to a center of the hollow wall; a cone-shaped expansion block located on a front end side of the anchor body and expanding a front end of the anchor body to be hooked and supported on the ground of the inner circumferential surface of the hollow wall; and a nail inserted into the hollow wall in a state that the anchor body, the fixing block, and the expansion block are integrally coupled to one another, and securing pretension by a pressure plate and a nut configured on a front end located on the ground after the expansion block moves toward the front end of the anchor body during a rotation in a predetermined direction in the state to expand the anchor body toward the ground and to perform grouting on the hollow wall.
机译:根据本发明,提供了一种具有膨胀前端的锚,其包括:具有中空圆柱形形状的锚本体和被钩挂并支撑在中空壁的内周表面的地面上的膨胀前端。产生阻力固定块,其位于锚固体的后端侧并固定到中空壁的一端,使得当将锚固体插入中空壁的内表面时,锚固体处于平行于中心的位置中空壁的;锥形膨胀块,其位于锚固体的前端侧,并且膨胀锚固体的前端以钩挂并支撑在中空壁的内周表面的地面上;在将锚体,固定块和膨胀块一体地结合在一起的状态下,将钉子插入空心壁,并通过构造在地面上的前端的压板和螺母来确保预紧膨胀块在沿预定方向旋转期间在朝向地面膨胀锚固体并在中空壁上进行灌浆的状态下朝锚固体的前端移动。

著录项

  • 公开/公告号KR101773535B1

    专利类型

  • 公开/公告日2017-08-31

    原文格式PDF

  • 申请/专利权人 PARK KWANG JUN;PARK JOON;

    申请/专利号KR20160026387

  • 发明设计人 PARK KWANG JUN;PARK JOON;

    申请日2016-03-04

  • 分类号E02D5/80;

  • 国家 KR

  • 入库时间 2022-08-21 13:24:56

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