A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction structure and method of large-section steel-reinforced concrete column and beam node
The invention discloses a construction structure and method of a large-section steel-reinforced concrete column and a beam node, and relates to the technical field of building structures. According tothe technical scheme, the construction structure of the large-section steel-reinforced concrete column and the beam node comprises a steel skeleton group and a beam steel bar group which are of column structures, wherein the steel skeleton group is cross-shaped; two welded plates are arranged at the connecting part of the steel skeleton group and the beam steel bar group in parallel, and respectively correspond to the upper edge and lower edge of the beam steel bar group; through holes are reserved in the middle parts of the welded plates; a plurality of sleeves are horizontally arranged on the upper surface and lower surface of the bodies of the welded plates; the sleeves are fixedly connected to the welded plates; and threads corresponding to the steel bars of the beam steel bar group are arranged inside the sleeves. The construction structure and method have the beneficial effects that the welded plates and the sleeves are combined according to the technical scheme, and T-shaped steel is used as the steel skeleton group, and thus, the problem of the penetration of longitudinal main bars of the beam is solved; the penetration of the column beam structure can be realized withoutpunching on a web plate; and compared with the traditional process, the construction structure and method have lower requirements for steel blanking and are not prone to cause wasting in addition to the simple process.
本发明公开了一种大截面型钢混凝土柱与梁节点处施工结构及方法，涉及建筑结构技术领域，技术方案为，包括柱结构的钢骨组及梁钢筋组，钢骨组为十字形；钢骨组与梁钢筋组的连接处置有焊接板，焊接板平行设置有两个，分别对应梁钢筋组的上边缘与下边缘；焊接板中部预留通孔；焊接板的板体上表面和下表面设置若干套筒，套筒水平设置，套筒与焊接板固定连接，套筒内部设置有与梁钢筋组的钢筋对应的螺纹。本发明的有益效果是：本方案采用焊接板及套筒组合，应用T型钢作为钢骨组，解决了梁纵向主筋贯通问题，无须在腹板上打孔便可实现柱梁结构贯通，比之传统工艺，本方案除了工艺简单之外，对于钢材下料要求较低，不容易产生浪费。
Construction structure and method of large-section steel-reinforced concrete column and beam node
The invention discloses a construction structure and method of a large-section steel-reinforced concrete column and a beam node, and relates to the technical field of building structures. According tothe technical scheme, the construction structure of the large-section steel-reinforced concrete column and the beam node comprises a steel skeleton group and a beam steel bar group which are of column structures, wherein the steel skeleton group is cross-shaped; two welded plates are arranged at the connecting part of the steel skeleton group and the beam steel bar group in parallel, and respectively correspond to the upper edge and lower edge of the beam steel bar group; through holes are reserved in the middle parts of the welded plates; a plurality of sleeves are horizontally arranged on the upper surface and lower surface of the bodies of the welded plates; the sleeves are fixedly connected to the welded plates; and threads corresponding to the steel bars of the beam steel bar group are arranged inside the sleeves. The construction structure and method have the beneficial effects that the welded plates and the sleeves are combined according to the technical scheme, and T-shaped steel is used as the steel skeleton group, and thus, the problem of the penetration of longitudinal main bars of the beam is solved; the penetration of the column beam structure can be realized withoutpunching on a web plate; and compared with the traditional process, the construction structure and method have lower requirements for steel blanking and are not prone to cause wasting in addition to the simple process.
本发明公开了一种大截面型钢混凝土柱与梁节点处施工结构及方法，涉及建筑结构技术领域，技术方案为，包括柱结构的钢骨组及梁钢筋组，钢骨组为十字形；钢骨组与梁钢筋组的连接处置有焊接板，焊接板平行设置有两个，分别对应梁钢筋组的上边缘与下边缘；焊接板中部预留通孔；焊接板的板体上表面和下表面设置若干套筒，套筒水平设置，套筒与焊接板固定连接，套筒内部设置有与梁钢筋组的钢筋对应的螺纹。本发明的有益效果是：本方案采用焊接板及套筒组合，应用T型钢作为钢骨组，解决了梁纵向主筋贯通问题，无须在腹板上打孔便可实现柱梁结构贯通，比之传统工艺，本方案除了工艺简单之外，对于钢材下料要求较低，不容易产生浪费。
Construction structure and method of large-section steel-reinforced concrete column and beam node
一种大截面型钢混凝土柱与梁节点处施工结构及方法
LIU BIN (author) / ZHANG XU (author) / GONG RUNLONG (author) / YUAN JUNLI (author) / ZHANG RUCHAO (author) / WANG GUANGYUAN (author) / HUANG CHANGXU (author) / LI MINGCHUANG (author) / ZHANG ZHE (author) / YIN ZONGHUAI (author)
2020-04-10
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
| European Patent Office | 2022
Construction method of large-diameter steel tube reinforced concrete column reverse node
| European Patent Office | 2024
| European Patent Office | 2015
Large-section steel reinforced concrete column-steel truss connecting structure
| European Patent Office | 2022
| European Patent Office | 2024