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Beam column anti-torsion joint of steel structure pitched roof and installation method of beam column anti-torsion joint
The invention discloses a beam column anti-torsion joint of a steel structure pitched roof and a mounting method of the beam column anti-torsion joint. The joint comprises an H-shaped steel column, two transverse H-shaped wedge-shaped steel beams, two cantilever connecting steel beams and two longitudinal H-shaped steel beams. A groove matched with a preset inclination angle is formed in the top of the H-shaped steel column; the flange of each transverse H-shaped wedge-shaped steel beam is flush with the column top flange of the H-shaped steel column, the two transverse H-shaped wedge-shaped steel beams are connected to the two sides of the flange of the H-shaped steel column respectively, and the gradients of the two transverse H-shaped wedge-shaped steel beams are matched with a preset inclination angle; the upper flange of each cantilever connecting steel beam is flush with the top of a web of the H-shaped steel column, and the two cantilever connecting steel beams are symmetrically connected to the inner sides of flanges of the H-shaped steel column. Each longitudinal H-shaped steel beam is fixedly connected with one cantilever connecting steel beam, and the two longitudinal H-shaped steel beams are symmetrical about a web of the H-shaped steel column. The cantilever is connected with the steel beam, the connecting position is moved outwards, the hinge outlet position is located on the beam, and therefore the design principle of strong joints and weak components is achieved.
本申请公开了一种钢结构坡屋顶的梁柱抗扭节点及其安装方法,节点包括H型钢柱、两个横向H型楔形钢梁、两个悬臂连接钢梁、两个纵向H型钢梁。H型钢柱的顶部具有与预设倾斜角相匹配的坡口;每个横向H型楔形钢梁的翼缘分别与H型钢柱的柱顶翼缘齐平,两个横向H型楔形钢梁分别连接于H型钢柱的翼缘两侧,两个横向H型楔形钢梁的坡度均与预设倾斜角匹配;每个悬臂连接钢梁的上翼缘分别与H型钢柱的腹板顶部齐平,两个悬臂连接钢梁对称连接于H型钢柱的翼缘内侧;每个纵向H型钢梁固定连接一个悬臂连接钢梁,两个纵向H型钢梁基于H型钢柱的腹板对称。本申请将悬臂连接钢梁将连接位置外移,使得出铰位置在梁上,从而达到强节点弱构件的设计原则。
Beam column anti-torsion joint of steel structure pitched roof and installation method of beam column anti-torsion joint
The invention discloses a beam column anti-torsion joint of a steel structure pitched roof and a mounting method of the beam column anti-torsion joint. The joint comprises an H-shaped steel column, two transverse H-shaped wedge-shaped steel beams, two cantilever connecting steel beams and two longitudinal H-shaped steel beams. A groove matched with a preset inclination angle is formed in the top of the H-shaped steel column; the flange of each transverse H-shaped wedge-shaped steel beam is flush with the column top flange of the H-shaped steel column, the two transverse H-shaped wedge-shaped steel beams are connected to the two sides of the flange of the H-shaped steel column respectively, and the gradients of the two transverse H-shaped wedge-shaped steel beams are matched with a preset inclination angle; the upper flange of each cantilever connecting steel beam is flush with the top of a web of the H-shaped steel column, and the two cantilever connecting steel beams are symmetrically connected to the inner sides of flanges of the H-shaped steel column. Each longitudinal H-shaped steel beam is fixedly connected with one cantilever connecting steel beam, and the two longitudinal H-shaped steel beams are symmetrical about a web of the H-shaped steel column. The cantilever is connected with the steel beam, the connecting position is moved outwards, the hinge outlet position is located on the beam, and therefore the design principle of strong joints and weak components is achieved.
本申请公开了一种钢结构坡屋顶的梁柱抗扭节点及其安装方法,节点包括H型钢柱、两个横向H型楔形钢梁、两个悬臂连接钢梁、两个纵向H型钢梁。H型钢柱的顶部具有与预设倾斜角相匹配的坡口;每个横向H型楔形钢梁的翼缘分别与H型钢柱的柱顶翼缘齐平,两个横向H型楔形钢梁分别连接于H型钢柱的翼缘两侧,两个横向H型楔形钢梁的坡度均与预设倾斜角匹配;每个悬臂连接钢梁的上翼缘分别与H型钢柱的腹板顶部齐平,两个悬臂连接钢梁对称连接于H型钢柱的翼缘内侧;每个纵向H型钢梁固定连接一个悬臂连接钢梁,两个纵向H型钢梁基于H型钢柱的腹板对称。本申请将悬臂连接钢梁将连接位置外移,使得出铰位置在梁上,从而达到强节点弱构件的设计原则。
Beam column anti-torsion joint of steel structure pitched roof and installation method of beam column anti-torsion joint
一种钢结构坡屋顶的梁柱抗扭节点及其安装方法
MA QINGRUI (author) / CHANG BING (author) / FAN YU (author) / HE SHUGANG (author) / LI WENHUI (author) / ZHOU JIANZI (author) / TANG HUANG (author) / JIANG LIHONG (author)
2023-11-10
Patent
Electronic Resource
Chinese
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