首页> 外国专利> SHEAR REINFORCING STRUCTURE FOR CONNECTION UNIT OF STEEL FRAME COLUMN AND CONCRETE FLAT SLAB

SHEAR REINFORCING STRUCTURE FOR CONNECTION UNIT OF STEEL FRAME COLUMN AND CONCRETE FLAT SLAB

机译:钢框架柱与混凝土平板连接单元的抗剪结构

摘要

The present invention provides a shear reinforcing structure for a connection unit of a steel frame column and a concrete flat slab, capable of facilitating site work of a connection unit of a steel frame column and a concrete flat slab and efficiently transferring shear stress. According to the embodiment of the present invention, the shear reinforcing structure for a connection unit of a steel frame column and a concrete flat slab includes: the steel frame column (10); a slab (20) forming a floor plate by being bonded to the steel frame column (10); and a shear reinforcing member (40) installed in the connection unit between the steel frame column (10) and the slab (20) and forming a load path transferring a shear force of a gravity direction based on the load of the slab (20) to the steel frame column (10). The shear reinforcing member (40) includes: a shear support unit (200) fixed to the outer surface of the steel frame column (10); a reinforcing unit (100) horizontally extended and coupled by being inserted into the shear support unit (200); and a height determining unit (300) horizontally coupled to a front end of the reinforcing unit (100) and enabling the reinforcing unit (100) to be hung on the shear support unit (200) when the reinforcing unit (100) is inserted into the shear support unit (200) to perform temporary assembly of the reinforcing unit (100) by determining a height or a position of the reinforcing unit (100).;COPYRIGHT KIPO 2020
机译:本发明提供了一种用于钢框架柱与混凝土平板的连接单元的剪力增强结构,其能够促进钢框架柱与混凝土平板的连接单元的现场作业并有效地传递剪切应力。根据本发明的实施方式,用于钢框架柱与混凝土平板的连接单元的抗剪增强结构包括:钢框架柱(10);和(b)钢框架柱(10)。通过结合到钢框架柱(10)而形成地板的平板(20);剪切增强构件(40),其安装在钢框架柱(10)和平板(20)之间的连接单元中,并形成基于平板(20)的载荷传递重力方向的剪切力的载荷路径。到钢框架柱(10)。剪切增强部件(40)包括:剪切支撑单元(200),其固定在钢框架柱(10)的外表面上;和加强单元(100)通过插入剪切支撑单元(200)而水平延伸并连接。高度确定单元(300),其水平地连接到加强单元(100)的前端,并且当将加强单元(100)插入其中时使加强单元(100)能够悬挂在剪切支撑单元(200)上。剪切支撑单元(200)通过确定加强单元(100)的高度或位置来临时组装加强单元(100)。COPYRIGHT KIPO 2020

著录项

  • 公开/公告号KR102076130B1

    专利类型

  • 公开/公告日2020-02-11

    原文格式PDF

  • 申请/专利权人 CHO SANG KYOO;

    申请/专利号KR20190056691

  • 发明设计人 CHO SANG KYOO;

    申请日2019-05-15

  • 分类号E04C5/06;E04B5/43;

  • 国家 KR

  • 入库时间 2022-08-21 11:05:19

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