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A platform for research: civil engineering, architecture and urbanism
Inclined strut and steel beam buckle type connecting joint and control method thereof
The invention relates to an inclined strut and steel beam buckle type connecting node and a control method thereof, and belongs to the technical field of steel structures, the inclined strut and steel beam buckle type connecting node comprises a steel beam and a steel inclined strut, and the side edge of the steel beam is provided with a connecting node inserted and embedded with the steel inclined strut in a buckle type. The steel inclined strut comprises channel steel, an inclined strut flange plate which is integrally welded and fixed with the channel steel is arranged between the channel steel and the steel beam, and the two sides of the inclined strut flange plate are fixedly connected with the connecting nodes in a buckling and inserting and nesting mode. The device has the advantages of compact structure, good stability and convenient assembly. And the problem of instability of the inclined strut is solved. When a building is subjected to lateral load, the overall rigidity of the inclined strut is increased by connecting a main beam and a column. The connecting steel beam is suitable for high-rise and super high-rise steel structure buildings, force is better transmitted to beam columns through the connecting steel beam, transverse loads are reduced, the shear strength of components is improved, and transverse cracks are reduced.
本发明涉及一种斜撑与钢梁卡扣式连接节点及其控制方法，所属钢结构技术领域，包括钢梁和钢斜撑，所述的钢梁侧边设有与钢斜撑相卡扣式插嵌的连接节点。所述的钢斜撑包括槽钢，所述的槽钢与钢梁间设有与槽钢呈一体化焊接固定的斜撑翼缘板，所述的斜撑翼缘板两侧与连接节点相卡扣式插嵌套接固定。具有结构紧凑、稳定性好和装配便捷的优点。解决了斜撑失稳的问题。用于建筑物受到侧向荷载时，斜撑通过连接主梁和柱子来增加整体的刚性。防止建筑物发生倾覆或损坏，适用于高层及超高层钢结构建筑通过连接钢梁将力更好传到给梁柱，降低横向荷载，改善构件的抗剪强度，减少横向裂缝。
Inclined strut and steel beam buckle type connecting joint and control method thereof
The invention relates to an inclined strut and steel beam buckle type connecting node and a control method thereof, and belongs to the technical field of steel structures, the inclined strut and steel beam buckle type connecting node comprises a steel beam and a steel inclined strut, and the side edge of the steel beam is provided with a connecting node inserted and embedded with the steel inclined strut in a buckle type. The steel inclined strut comprises channel steel, an inclined strut flange plate which is integrally welded and fixed with the channel steel is arranged between the channel steel and the steel beam, and the two sides of the inclined strut flange plate are fixedly connected with the connecting nodes in a buckling and inserting and nesting mode. The device has the advantages of compact structure, good stability and convenient assembly. And the problem of instability of the inclined strut is solved. When a building is subjected to lateral load, the overall rigidity of the inclined strut is increased by connecting a main beam and a column. The connecting steel beam is suitable for high-rise and super high-rise steel structure buildings, force is better transmitted to beam columns through the connecting steel beam, transverse loads are reduced, the shear strength of components is improved, and transverse cracks are reduced.
本发明涉及一种斜撑与钢梁卡扣式连接节点及其控制方法，所属钢结构技术领域，包括钢梁和钢斜撑，所述的钢梁侧边设有与钢斜撑相卡扣式插嵌的连接节点。所述的钢斜撑包括槽钢，所述的槽钢与钢梁间设有与槽钢呈一体化焊接固定的斜撑翼缘板，所述的斜撑翼缘板两侧与连接节点相卡扣式插嵌套接固定。具有结构紧凑、稳定性好和装配便捷的优点。解决了斜撑失稳的问题。用于建筑物受到侧向荷载时，斜撑通过连接主梁和柱子来增加整体的刚性。防止建筑物发生倾覆或损坏，适用于高层及超高层钢结构建筑通过连接钢梁将力更好传到给梁柱，降低横向荷载，改善构件的抗剪强度，减少横向裂缝。
Inclined strut and steel beam buckle type connecting joint and control method thereof
斜撑与钢梁卡扣式连接节点及其控制方法
YE CHUNAN (author) / LI ZHISHUO (author) / ZHU DESHENG (author) / GAO SHENGYU (author) / HE QINGFENG (author) / ZHOU BING (author)
2024-06-04
Patent
Electronic Resource
Chinese
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