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Steel beam and steel column connecting joint of steel reinforced concrete composite structure and design method thereof
The invention discloses a steel reinforced concrete composite structure steel beam and steel column connecting node and a design method thereof. The steel reinforced concrete composite structure steel beam and steel column connecting node comprises a steel column, a steel beam and a steel beam, the steel beam is perpendicular to the steel column, connecting parts are arranged at the two ends of the steel beam correspondingly, and notches are formed in the two sides, in the first direction, of the connecting parts correspondingly; the steel column is connected with the steel beam through the connecting plate, one end of the connecting plate is welded with the steel column, and the other end of the connecting plate is connected with the steel beam through a bolt; the multiple shear nails are arranged, and the multiple shear nails are arranged on the steel beam at intervals in the second direction perpendicular to the first direction; the concrete column, the steel column, the connecting plate and the connecting part are fixedly connected in the concrete column. According to the steel beam and steel column connecting joint of the steel reinforced concrete composite structure, the shearing force design value of the bolts can be reduced, the number of the bolts is reduced, and the material cost and the construction cost are reduced.
本发明公开了一种型钢混凝土组合结构钢梁与钢柱连接节点及其设计方法,型钢混凝土组合结构钢梁与钢柱连接节点包括:钢柱;钢梁,钢梁与钢柱垂直设置,且钢梁的两端分别设置有连接部,连接部的沿第一方向的两侧分别开设有缺口;连接板,钢柱与钢梁通过连接板连接,连接板的一端与钢柱焊接,连接板的另一端与所钢梁通过螺栓连接;剪力钉,剪力钉设置有多个,多个剪力钉沿与第一方向垂直的第二方向间隔设置于钢梁;混凝土柱,钢柱、连接板以及连接部固结在混凝土柱内。本发明的型钢混凝土组合结构钢梁与钢柱连接节点,能够降低螺栓的剪力设计值,减少螺栓数量,降低材料成本和施工成本。
Steel beam and steel column connecting joint of steel reinforced concrete composite structure and design method thereof
The invention discloses a steel reinforced concrete composite structure steel beam and steel column connecting node and a design method thereof. The steel reinforced concrete composite structure steel beam and steel column connecting node comprises a steel column, a steel beam and a steel beam, the steel beam is perpendicular to the steel column, connecting parts are arranged at the two ends of the steel beam correspondingly, and notches are formed in the two sides, in the first direction, of the connecting parts correspondingly; the steel column is connected with the steel beam through the connecting plate, one end of the connecting plate is welded with the steel column, and the other end of the connecting plate is connected with the steel beam through a bolt; the multiple shear nails are arranged, and the multiple shear nails are arranged on the steel beam at intervals in the second direction perpendicular to the first direction; the concrete column, the steel column, the connecting plate and the connecting part are fixedly connected in the concrete column. According to the steel beam and steel column connecting joint of the steel reinforced concrete composite structure, the shearing force design value of the bolts can be reduced, the number of the bolts is reduced, and the material cost and the construction cost are reduced.
本发明公开了一种型钢混凝土组合结构钢梁与钢柱连接节点及其设计方法,型钢混凝土组合结构钢梁与钢柱连接节点包括:钢柱;钢梁,钢梁与钢柱垂直设置,且钢梁的两端分别设置有连接部,连接部的沿第一方向的两侧分别开设有缺口;连接板,钢柱与钢梁通过连接板连接,连接板的一端与钢柱焊接,连接板的另一端与所钢梁通过螺栓连接;剪力钉,剪力钉设置有多个,多个剪力钉沿与第一方向垂直的第二方向间隔设置于钢梁;混凝土柱,钢柱、连接板以及连接部固结在混凝土柱内。本发明的型钢混凝土组合结构钢梁与钢柱连接节点,能够降低螺栓的剪力设计值,减少螺栓数量,降低材料成本和施工成本。
Steel beam and steel column connecting joint of steel reinforced concrete composite structure and design method thereof
型钢混凝土组合结构钢梁与钢柱连接节点及其设计方法
LIU HUANYUN (author) / WANG DONGMING (author) / LI BAOYUAN (author) / LIU WENJIE (author) / PENG CHANG (author) / CHEN SHIMAO (author) / YUE MING (author)
2023-12-05
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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