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CONSTRUCTION METHOD OF CIRCULAR CROSS-SECTIONAL REINFORCED CONCRETE COLUMN

机译:圆形截面钢筋混凝土柱的施工方法

摘要

The present invention relates to a construction method of a circular cross-sectional reinforced concrete column preventing a vertical rebar to bend due to the load of a structure and the earthquake by bending one side of one end part of a tie hoop and one side of the other end part of the tie hoop by the determined angle on one vertical rebar and locating the one side of one end part of a tie hoop and the one side of the other end part of the tie hoop in a column concrete core. The present invention is configured to include: a first step of installing a plurality of vertical rebars upward at determined intervals in a clockwise or counter clockwise direction; a second step of, after an anchor is made by bending both ends of a tie hoop after the first step, making the tie hoop to have a circular curve shape so that the anchor part is located in the inner circumferential surface; a third step of sequentially locating the circular curve-shaped tie hoop on the outer circumferential surface of the vertical rebar after the second step; and a fourth step of, after raising the circular curve shaped tie hoop, which is sequentially located upward after the third step, forming a column concrete core by raising and tying the circular curve-shaped tie hoop on the vertical rebar at determined intervals, by locating the anchor part of one end part of the tie hoop and an anchor part of the other part of the tie hoop in the column concrete core, by installing a form, and by pouring concrete.;COPYRIGHT KIPO 2014
机译:圆截面钢筋混凝土柱的施工方法技术领域本发明涉及一种通过弯曲系紧箍的一端部的一侧和钢筋的一侧来防止竖向钢筋由于结构的载荷和地震而弯曲的圆形截面钢筋混凝土柱的施工方法。系紧箍的另一端部分在一个垂直钢筋上以确定的角度放置,并将系紧箍的一个端部的一侧和系箍另一个端部的一侧定位在柱混凝土芯中。本发明被配置为包括:第一步,以确定的间隔沿顺时针方向或逆时针方向向上安装多个垂直钢筋;第二步骤,在第一步骤之后,通过弯曲系紧箍的两端制成锚固之后,使系紧箍具有圆形曲线形状,使得锚固部分位于内周表面中;第三步,在第二步之后,将圆形曲线形的束紧环依次定位在竖向钢筋的外周面上。第四步,在将第三步之后依次位于上方的圆形曲线状箍箍升高之后,通过将圆形曲线状箍箍以预定的间隔升高并捆绑在竖向钢筋上,从而形成圆柱混凝土芯,通过安装模板并浇筑混凝土,将绑箍一端的锚固部分和绑箍另一部分的锚固部分定位在柱形混凝土芯中。; COPYRIGHT KIPO 2014

著录项

  • 公开/公告号KR20130135574A

    专利类型

  • 公开/公告日2013-12-11

    原文格式PDF

  • 申请/专利权人 KIM DAE IN;

    申请/专利号KR20120059261

  • 发明设计人 KIM DAE IN;

    申请日2012-06-01

  • 分类号E04C3/34;E04B1/18;E01D19/02;

  • 国家 KR

  • 入库时间 2022-08-21 15:44:46

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