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Producing method of steel column assembly for filling concrete and steel column assembly

机译:填充混凝土的钢柱组件的生产方法及钢柱组件

摘要

The present invention relates to a method of manufacturing a concrete pillar assembly for filling a concrete, in which a binding frame is attached at regular intervals in a column and a corner frame is joined to form a pillar so that the pillar can be easily manufactured. / RTI A preferred embodiment of the present invention comprises (A) a straight member made of a certain length of angles having a cross section and spaced by a predetermined distance from each other in four directions, and a straight member adjacent to the straight member, A step of preparing a binding frame made of an inclined material having an octagonal rim shape; (B) placing a thick plate on upper and lower sides of a U-shaped fabric frame made up of a vertical member made up of vertical members at both ends of the horizontal member and the horizontal member, and bonding the binding frame at regular intervals in the longitudinal direction of the thick plate; (C) rotating a binding frame having upper and lower plates joined to each other by 90 degrees, placing the plates in an interior of the fabricating frame, and joining the plates to upper and lower straight members of the binding frame, respectively; (D) a step of joining the corner steel, which is formed with a cross-section and whose both ends are bent inward to form a reinforcing portion, at an edge so as to connect the upper plate to the upper plate adjacent to both sides; (E) rotating the binding frame with the flat plate joined thereto by 180 degrees, placing it in the inside of the fabricating frame, placing the corner steel at the corner to connect the upper plate to the upper plate adjacent to both sides; And (F) removing the fabrication frame to complete the concrete filling column assembly comprising the binding frame.
机译:本发明涉及一种用于填充混凝土的混凝土立柱组件的制造方法,其中,将约束框架以规则的间隔安装在立柱中,并且将角部框架接合以形成立柱,从而可以容易地制造立柱。本发明的一个优选实施例包括:(A)由一定长度的角制成的直构件,该直角构件的横截面在四个方向上彼此隔开预定距离,并且该直构件与该直构件相邻构件,准备由具有八边形边缘形状的倾斜材料制成的装订框架的步骤; (B)在水平构件和水平构件的两端,在由由垂直构件构成的垂直构件构成的U形织物框架的上侧和下侧上放置厚板,并以固定间隔粘合装订框架在厚板的纵向上; (C)将装订框架旋转,使装订框架的上,下板相互连接90度,将这些板放置在制造框架的内部,并将这些板分别装订到装订框架的上,下笔直部件上; (D)在边缘处连接角钢的步骤,该角钢形成有横截面并且其两端向内弯曲以形成加强部,以将上板连接到与两侧相邻的上板。 ; (E)将结合有平板的装订框架旋转180度,将其放置在制造框架的内部,将角钢放置在拐角处,以将上板连接到两侧相邻的上板;并且(F)移除制造框架以完成包括结合框架的混凝土填充柱组件。

著录项

  • 公开/公告号KR101926247B1

    专利类型

  • 公开/公告日2018-12-06

    原文格式PDF

  • 申请/专利权人 주식회사 액트파트너;

    申请/专利号KR20170008342

  • 发明设计人 염경수;김도범;김영화;

    申请日2017-01-17

  • 分类号E04C3/34;E04C3/36;

  • 国家 KR

  • 入库时间 2022-08-21 11:52:00

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