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Novel steel reinforced concrete beam column joint
The invention discloses a novel steel reinforced concrete beam column joint, and relates to the technical field of building concrete beam columns. The steel reinforced concrete column comprises a vertically-arranged in-column steel reinforced rib, a vertically-arranged steel reinforced concrete column wrapping the in-column steel reinforced rib, two reinforced concrete beams which are symmetrically attached to an inner side column of the steel reinforced concrete column and located on the two sides of the in-column steel reinforced rib, and secondary connecting beams connecting the two reinforced concrete beams and uniformly distributed at intervals in the beam span direction of the two reinforced concrete beam; and the other ends of the two reinforced concrete beams are jointly connectedwith a core tube shear wall. According to the steel reinforced concrete beam column joint, high-altitude welding is avoided, stress is reliable, construction is convenient, and the on-site construction progress is accelerated; the on-site construction cost is reduced, and steel corbels for welding reinforcing steel bars are saved; the span of the connecting secondary beam is obtained by subtracting the beam width from the column width, the span is very small, the cost is very low, and compared with the saved cost, the total cost is reduced.
本发明公开了一种新型的型钢混凝土梁柱节点,涉及建筑混凝土梁柱技术领域。本发明包括竖直设置的柱内型钢钢骨、竖直设置的包裹柱内型钢钢骨的型钢混凝土柱、分别对称贴附于型钢混凝土柱内边柱布置且位于柱内型钢钢骨两侧的两根钢筋混凝土梁、沿两根钢筋混凝土梁的梁跨度方向上均布间隔有将两根钢筋混凝土梁相连的连接次梁;两根钢筋混凝土梁的另一端共同连接核心筒剪力墙。本发明的型钢混凝土梁柱节点避免了高空焊接,受力可靠,施工方便,加快了现场施工进度;降低了现场施工费用,节省了焊接钢筋用的钢牛腿;该连接次梁跨度只有柱宽减去梁宽,跨度非常小,费用很低,和节省的费用相比,总的造价还是降低的。
Novel steel reinforced concrete beam column joint
The invention discloses a novel steel reinforced concrete beam column joint, and relates to the technical field of building concrete beam columns. The steel reinforced concrete column comprises a vertically-arranged in-column steel reinforced rib, a vertically-arranged steel reinforced concrete column wrapping the in-column steel reinforced rib, two reinforced concrete beams which are symmetrically attached to an inner side column of the steel reinforced concrete column and located on the two sides of the in-column steel reinforced rib, and secondary connecting beams connecting the two reinforced concrete beams and uniformly distributed at intervals in the beam span direction of the two reinforced concrete beam; and the other ends of the two reinforced concrete beams are jointly connectedwith a core tube shear wall. According to the steel reinforced concrete beam column joint, high-altitude welding is avoided, stress is reliable, construction is convenient, and the on-site construction progress is accelerated; the on-site construction cost is reduced, and steel corbels for welding reinforcing steel bars are saved; the span of the connecting secondary beam is obtained by subtracting the beam width from the column width, the span is very small, the cost is very low, and compared with the saved cost, the total cost is reduced.
本发明公开了一种新型的型钢混凝土梁柱节点,涉及建筑混凝土梁柱技术领域。本发明包括竖直设置的柱内型钢钢骨、竖直设置的包裹柱内型钢钢骨的型钢混凝土柱、分别对称贴附于型钢混凝土柱内边柱布置且位于柱内型钢钢骨两侧的两根钢筋混凝土梁、沿两根钢筋混凝土梁的梁跨度方向上均布间隔有将两根钢筋混凝土梁相连的连接次梁;两根钢筋混凝土梁的另一端共同连接核心筒剪力墙。本发明的型钢混凝土梁柱节点避免了高空焊接,受力可靠,施工方便,加快了现场施工进度;降低了现场施工费用,节省了焊接钢筋用的钢牛腿;该连接次梁跨度只有柱宽减去梁宽,跨度非常小,费用很低,和节省的费用相比,总的造价还是降低的。
Novel steel reinforced concrete beam column joint
一种新型的型钢混凝土梁柱节点
YU ZHIWEI (author) / HAN ZHONG (author) / FANG LIKAI (author) / ZHAO WEI (author) / MA DINGLIN (author)
2020-08-25
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
REINFORCED CONCRETE COLUMN/STEEL COLUMN/STEEL BEAM JOINT STRUCTURE
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