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A platform for research: civil engineering, architecture and urbanism
JOINT STRUCTURE FOR SECTION STEEL COLUMN MEMBERS
The present invention relates to a joint structure for section steel column members, wherein coupling plates are attached to respective ends of steel sections vertically adjacent to each other in a prefabricated frame for forming a composite steel-concrete column, and lower and upper members of the prefabricated frame are joined by coupling the coupling plates to each other, whereby stress can be transferred to a column via bearing pressure, and the complicated conventional joint procedure using connection plates is simplified, so that constructability and economic efficiency can be ensured. The joint structure for section steel column members according to the present invention is designed to vertically join lower and upper members in order to form a composite steel-concrete column, each of the lower and upper members comprising: a plurality of steel sections arranged along the outer contour of a column; and a horizontal support member for connecting the steel sections to each other, wherein a first coupling plate is attached to the upper end of each steel section of the lower member, a second coupling plate is attached to the lower end of each steel section of the upper member, and the lower and upper members are vertically joined by coupling the first coupling plate and the second coupling plate to each other.
La présente invention concerne une structure de joint pour des éléments de colonne d'acier de section, des plaques d'accouplement étant fixées à des extrémités respectives de sections d'acier verticalement adjacentes les unes aux autres dans un cadre préfabriqué pour former une colonne composite d'acier-béton, et des éléments inférieur et supérieur du cadre préfabriqué étant assemblés par accouplement entre elles des plaques d'accouplement, une contrainte pouvant par là-même être transférée à une colonne par l'intermédiaire d'une pression de support, et la procédure d'assemblage classique compliquée utilisant des plaques de raccordement est simplifiée, de sorte que la constructibilité et l'efficacité économique puissent être assurées. La structure de joint pour des éléments de colonne d'acier de section selon la présente invention est conçue pour assembler verticalement des éléments inférieur et supérieur afin de former une colonne composite d'acier-béton, chacun des éléments inférieur et supérieur comprenant : une pluralité de sections d'acier agencées le long du contour externe d'une colonne; et un élément de support horizontal permettant de raccorder les sections d'acier l'une à l'autre, une première plaque d'accouplement étant fixée à l'extrémité supérieure de chaque section d'acier de l'élément inférieur, une seconde plaque d'accouplement étant fixée à l'extrémité inférieure de chaque section d'acier de l'élément supérieur, et les éléments inférieur et supérieur étant reliés verticalement par accouplement entre elles de la première plaque d'accouplement et de la seconde plaque d'accouplement.
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.
JOINT STRUCTURE FOR SECTION STEEL COLUMN MEMBERS
The present invention relates to a joint structure for section steel column members, wherein coupling plates are attached to respective ends of steel sections vertically adjacent to each other in a prefabricated frame for forming a composite steel-concrete column, and lower and upper members of the prefabricated frame are joined by coupling the coupling plates to each other, whereby stress can be transferred to a column via bearing pressure, and the complicated conventional joint procedure using connection plates is simplified, so that constructability and economic efficiency can be ensured. The joint structure for section steel column members according to the present invention is designed to vertically join lower and upper members in order to form a composite steel-concrete column, each of the lower and upper members comprising: a plurality of steel sections arranged along the outer contour of a column; and a horizontal support member for connecting the steel sections to each other, wherein a first coupling plate is attached to the upper end of each steel section of the lower member, a second coupling plate is attached to the lower end of each steel section of the upper member, and the lower and upper members are vertically joined by coupling the first coupling plate and the second coupling plate to each other.
La présente invention concerne une structure de joint pour des éléments de colonne d'acier de section, des plaques d'accouplement étant fixées à des extrémités respectives de sections d'acier verticalement adjacentes les unes aux autres dans un cadre préfabriqué pour former une colonne composite d'acier-béton, et des éléments inférieur et supérieur du cadre préfabriqué étant assemblés par accouplement entre elles des plaques d'accouplement, une contrainte pouvant par là-même être transférée à une colonne par l'intermédiaire d'une pression de support, et la procédure d'assemblage classique compliquée utilisant des plaques de raccordement est simplifiée, de sorte que la constructibilité et l'efficacité économique puissent être assurées. La structure de joint pour des éléments de colonne d'acier de section selon la présente invention est conçue pour assembler verticalement des éléments inférieur et supérieur afin de former une colonne composite d'acier-béton, chacun des éléments inférieur et supérieur comprenant : une pluralité de sections d'acier agencées le long du contour externe d'une colonne; et un élément de support horizontal permettant de raccorder les sections d'acier l'une à l'autre, une première plaque d'accouplement étant fixée à l'extrémité supérieure de chaque section d'acier de l'élément inférieur, une seconde plaque d'accouplement étant fixée à l'extrémité inférieure de chaque section d'acier de l'élément supérieur, et les éléments inférieur et supérieur étant reliés verticalement par accouplement entre elles de la première plaque d'accouplement et de la seconde plaque d'accouplement.
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.
JOINT STRUCTURE FOR SECTION STEEL COLUMN MEMBERS
STRUCTURE DE JOINT POUR ÉLÉMENTS DE COLONNE D'ACIER DE SECTION
기둥 형강재 접합 구조
LEE CHANG NAM (author)
2018-10-11
Patent
Electronic Resource
Korean
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