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A platform for research: civil engineering, architecture and urbanism
Beam-column joint structure of steel structure fabricated building
The invention belongs to the field of steel structure fabricated buildings, and particularly relates to a beam-column joint structure of a steel structure fabricated building, which comprises a steel pipe stand column, a first bolt hole and a second bolt hole are formed in the steel pipe stand column, and a mounting steel plate is slidably connected to the upper limit of the steel pipe stand column. The mounting steel plate is in threaded connection with a first mounting bolt, the first mounting bolt is slidably connected into the first bolt hole in a limited mode, the first mounting bolt and the second mounting bolt are in threaded connection with first connecting nuts, and the second mounting bolt is slidably connected into the second bolt hole in a limited mode. The problems that a beam-column joint structure in an existing steel structure fabricated building needs a large amount of field welding work, a connecting lining plate between a cross beam and a transverse sleeve needs to be repaired in the later period after the cross beam is damaged, and follow-up dismantling and cyclic utilization are not facilitated are solved. And the beam-column joint structure in a conventional steel structure fabricated building is not additionally provided with a supporting structure.
本发明公开的属于钢结构装配式建筑领域，具体为一种钢结构装配式建筑的梁柱节点结构，包括钢管立柱，所述钢管立柱上开设有第一螺栓孔和第二螺栓孔，所述钢管立柱上限位滑动连接有安装钢板，所述安装钢板螺纹连接有第一安装螺栓，所述第一安装螺栓限位滑动连接在第一螺栓孔内，所述第一安装螺栓和第二安装螺栓上均螺纹连接有第一连接螺母，所述第二安装螺栓限位滑动连接在第二螺栓孔内，解决了现有的钢结构装配式建筑中的梁柱节点结构都需要大量的现场焊接工作，且横梁与横向套筒之间的连接衬板安装需要先破坏横梁再后期修补，不利于后续拆除和循环利用，并且常规的钢结构装配式建筑中的梁柱节点结构没有增设支撑结构的问题。
Beam-column joint structure of steel structure fabricated building
The invention belongs to the field of steel structure fabricated buildings, and particularly relates to a beam-column joint structure of a steel structure fabricated building, which comprises a steel pipe stand column, a first bolt hole and a second bolt hole are formed in the steel pipe stand column, and a mounting steel plate is slidably connected to the upper limit of the steel pipe stand column. The mounting steel plate is in threaded connection with a first mounting bolt, the first mounting bolt is slidably connected into the first bolt hole in a limited mode, the first mounting bolt and the second mounting bolt are in threaded connection with first connecting nuts, and the second mounting bolt is slidably connected into the second bolt hole in a limited mode. The problems that a beam-column joint structure in an existing steel structure fabricated building needs a large amount of field welding work, a connecting lining plate between a cross beam and a transverse sleeve needs to be repaired in the later period after the cross beam is damaged, and follow-up dismantling and cyclic utilization are not facilitated are solved. And the beam-column joint structure in a conventional steel structure fabricated building is not additionally provided with a supporting structure.
本发明公开的属于钢结构装配式建筑领域，具体为一种钢结构装配式建筑的梁柱节点结构，包括钢管立柱，所述钢管立柱上开设有第一螺栓孔和第二螺栓孔，所述钢管立柱上限位滑动连接有安装钢板，所述安装钢板螺纹连接有第一安装螺栓，所述第一安装螺栓限位滑动连接在第一螺栓孔内，所述第一安装螺栓和第二安装螺栓上均螺纹连接有第一连接螺母，所述第二安装螺栓限位滑动连接在第二螺栓孔内，解决了现有的钢结构装配式建筑中的梁柱节点结构都需要大量的现场焊接工作，且横梁与横向套筒之间的连接衬板安装需要先破坏横梁再后期修补，不利于后续拆除和循环利用，并且常规的钢结构装配式建筑中的梁柱节点结构没有增设支撑结构的问题。
Beam-column joint structure of steel structure fabricated building
一种钢结构装配式建筑的梁柱节点结构
WU ZAIGANG (author)
2022-04-29
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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