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Fabricated concrete beam column steel joint and construction method
According to the fabricated concrete beam column steel joint and the construction method, in the steel joint, the end of a concrete column is sleeved with a steel sleeve, a column end rib plate is fixedly arranged at the tail end of the steel sleeve, a column end connecting plate is connected with the column end rib plate in a welded mode, the column end connecting plate is provided with an anti-shearing groove, and a joint core plate is of a cubic structure; the joint rib plate is fixedly connected to the surface, facing the column end connecting plate, of the joint core plate, the joint connecting plate is fixedly connected with the joint rib plate, the shear key is arranged on the side, opposite to the joint rib plate, of the joint connecting plate, the joint connecting plate is detachably connected with the column end connecting plate, the shear key is connected with the shear groove in a matched mode, and the joint H-shaped steel is fixedly connected with the joint core plate. The beam-end H-shaped steel is fixedly connected to the beam-end end plate at the tail end of the beam, the splicing plates are detachably connected with the joint H-shaped steel and the beam-end H-shaped steel through the bolts so that the beam and the concrete column can be connected into a whole, the workload of a construction site is reduced through the fabricated concrete beam column steel joint, and good anti-explosion and anti-impact performance is achieved.
一种装配式混凝土梁柱钢质节点及施工方法，钢质节点中，钢套筒套设于混凝土柱的端部，钢套筒末端固定设有柱端肋板，柱端连接板焊接连接柱端肋板，柱端连接板设有抗剪凹槽，节点核心板为立方体结构，节点肋板固定连接于节点核心板朝向柱端连接板的表面，节点连接板固定连接节点肋板且相反于节点肋板的一侧设有抗剪键，节点连接板可拆卸连接柱端连接板且抗剪键适配地接合抗剪凹槽，节点H型钢固定连接节点核心板，梁端H型钢固定连接于梁末端的梁端端板，拼接板经由螺栓可拆卸连接节点H型钢与梁端型钢以将梁和混凝土柱连接成整体，装配式混凝土梁柱钢质节点减少施工现场工作量，具有良好的抗爆抗冲击性能。
Fabricated concrete beam column steel joint and construction method
According to the fabricated concrete beam column steel joint and the construction method, in the steel joint, the end of a concrete column is sleeved with a steel sleeve, a column end rib plate is fixedly arranged at the tail end of the steel sleeve, a column end connecting plate is connected with the column end rib plate in a welded mode, the column end connecting plate is provided with an anti-shearing groove, and a joint core plate is of a cubic structure; the joint rib plate is fixedly connected to the surface, facing the column end connecting plate, of the joint core plate, the joint connecting plate is fixedly connected with the joint rib plate, the shear key is arranged on the side, opposite to the joint rib plate, of the joint connecting plate, the joint connecting plate is detachably connected with the column end connecting plate, the shear key is connected with the shear groove in a matched mode, and the joint H-shaped steel is fixedly connected with the joint core plate. The beam-end H-shaped steel is fixedly connected to the beam-end end plate at the tail end of the beam, the splicing plates are detachably connected with the joint H-shaped steel and the beam-end H-shaped steel through the bolts so that the beam and the concrete column can be connected into a whole, the workload of a construction site is reduced through the fabricated concrete beam column steel joint, and good anti-explosion and anti-impact performance is achieved.
一种装配式混凝土梁柱钢质节点及施工方法，钢质节点中，钢套筒套设于混凝土柱的端部，钢套筒末端固定设有柱端肋板，柱端连接板焊接连接柱端肋板，柱端连接板设有抗剪凹槽，节点核心板为立方体结构，节点肋板固定连接于节点核心板朝向柱端连接板的表面，节点连接板固定连接节点肋板且相反于节点肋板的一侧设有抗剪键，节点连接板可拆卸连接柱端连接板且抗剪键适配地接合抗剪凹槽，节点H型钢固定连接节点核心板，梁端H型钢固定连接于梁末端的梁端端板，拼接板经由螺栓可拆卸连接节点H型钢与梁端型钢以将梁和混凝土柱连接成整体，装配式混凝土梁柱钢质节点减少施工现场工作量，具有良好的抗爆抗冲击性能。
Fabricated concrete beam column steel joint and construction method
装配式混凝土梁柱钢质节点及施工方法
SHI YANCHAO (author) / XIE CHANGLING (author) / DING YANG (author) / LI ZHONGXIAN (author)
2024-09-10
Patent
Electronic Resource
Chinese
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