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Connection structure for shaped steel of column
The present invention relates to a connection structure of a column section steel, in which coupling plates each coupled to vertically adjacent section steel end portions in a pre-assembly structure for forming a steel composite concrete column are coupled to each other to connect a lower portion member and an upper portion member such that a column stress can be transferred by a ground pressure, and complicated connection of a conventional connection plate is simplified, thereby capable of securing constructability and economic feasibility. The connection structure of a column section steel of the present invention is for vertically connecting the lower portion member and the upper portion member composed of a plurality of section steels at the outside of each column for forming the steel composite concrete column and a transverse support member connecting the section steels to each other, wherein a first coupling plate is coupled to an upper end of the section steel of the lower portion member, and a second coupling plate is coupled to a lower end of the section steel of the upper portion member. The first coupling plate and the second coupling plate are coupled to each other such that the upper portion member and the lower portion member are connected in the vertical direction.
본 발명은 강합성콘크리트 기둥 형성을 위한 선조립 골조에서 상하로 이웃하는 형강재 단부에 각각 결합된 결합플레이트를 상호 결합하여 하부부재와 상부부재를 접합함으로써, 지압에 의해 기둥 응력 전달이 가능하며 종래 연결플레이트에 의한 복잡한 접합을 단순화하여 시공성 및 경제성을 확보할 수 있는 기둥 형강재 접합 구조에 대한 것이다. 본 발명 기둥 형강재 접합 구조는 강합성콘크리트 기둥을 형성하기 위해 각각 기둥의 외곽에 복수의 형강재 및 상기 형강재를 상호 연결하는 횡지지부재로 구성되는 하부부재 및 상부부재를 상하 접합하기 위한 것으로, 상기 하부부재의 형강재 상단에는 제1결합플레이트가 결합되고, 상기 상부부재의 형강재 하단에는 제2결합플레이트가 결합되어, 상기 제1결합플레이트와 제2결합플레이트를 상호 결합하여 상부부재와 하부부재가 상하로 접합되는 것을 특징으로 한다.
Connection structure for shaped steel of column
The present invention relates to a connection structure of a column section steel, in which coupling plates each coupled to vertically adjacent section steel end portions in a pre-assembly structure for forming a steel composite concrete column are coupled to each other to connect a lower portion member and an upper portion member such that a column stress can be transferred by a ground pressure, and complicated connection of a conventional connection plate is simplified, thereby capable of securing constructability and economic feasibility. The connection structure of a column section steel of the present invention is for vertically connecting the lower portion member and the upper portion member composed of a plurality of section steels at the outside of each column for forming the steel composite concrete column and a transverse support member connecting the section steels to each other, wherein a first coupling plate is coupled to an upper end of the section steel of the lower portion member, and a second coupling plate is coupled to a lower end of the section steel of the upper portion member. The first coupling plate and the second coupling plate are coupled to each other such that the upper portion member and the lower portion member are connected in the vertical direction.
본 발명은 강합성콘크리트 기둥 형성을 위한 선조립 골조에서 상하로 이웃하는 형강재 단부에 각각 결합된 결합플레이트를 상호 결합하여 하부부재와 상부부재를 접합함으로써, 지압에 의해 기둥 응력 전달이 가능하며 종래 연결플레이트에 의한 복잡한 접합을 단순화하여 시공성 및 경제성을 확보할 수 있는 기둥 형강재 접합 구조에 대한 것이다. 본 발명 기둥 형강재 접합 구조는 강합성콘크리트 기둥을 형성하기 위해 각각 기둥의 외곽에 복수의 형강재 및 상기 형강재를 상호 연결하는 횡지지부재로 구성되는 하부부재 및 상부부재를 상하 접합하기 위한 것으로, 상기 하부부재의 형강재 상단에는 제1결합플레이트가 결합되고, 상기 상부부재의 형강재 하단에는 제2결합플레이트가 결합되어, 상기 제1결합플레이트와 제2결합플레이트를 상호 결합하여 상부부재와 하부부재가 상하로 접합되는 것을 특징으로 한다.
Connection structure for shaped steel of column
기둥 형강재 접합 구조
LEE CHANG NAM (author)
2018-10-12
Patent
Electronic Resource
Korean
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