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Fabricated high-strength anti-seismic steel structure for steel structure building
The invention provides a fabricated high-strength anti-seismic steel structure for a steel structure building, and relates to the technical field of steel structures. The locking part is arranged at the top of the supporting part; the assembling part is arranged outside the supporting part; the transverse connecting part is arranged in the assembling part; the butt joint block is connected to the butt joint in an inserted mode, meanwhile, the butt joint block is provided with the restraining groove, so that clamping of the locking block is facilitated, the locking block can be kept stable without screws, the transverse connecting part is conveniently installed by forming the inserting groove and the butt joint groove in the butt joint block, and mutual locking is achieved in cooperation with the transverse connecting part; therefore, the situation that the overall stability of the device is reduced when the screws are in a loose state is avoided, and the problems that for an existing anti-seismic steel structure, due to the fact that connection is conducted through the screws and connecting suites, the dependence on the screws and the connecting suites is large, and when the screws and the connecting suites are loosened due to vibration, the overall structure is prone to loosening, and the service life of the anti-seismic steel structure is affected are solved. Therefore, the shock resistance is influenced.
本发明提供了一种用于钢结构建筑的装配式高强度抗震钢结构,涉及钢结构技术领域,包括:支撑部;所述锁紧部设置在支撑部的顶部;所述装配部设置在支撑部的外部;所述横接部设置在装配部的内部;通过将对接头块插接在对接头上,同时将对接块上开设约束槽,从而便于锁紧块进行卡位,使其在无螺钉时也能保持稳定,而通过将对接块上开设插槽和对接槽,便于对横接部进行安装,并配合横接部进行相互锁紧,从而避免螺钉在松散状态下降低装置整体稳定,解决了就目前抗震钢结构而言,大都通过螺钉和连接套件进行连接,导致其对螺钉与连接套件的依赖性较大,使其在螺钉和连接套件因震动而发生松动时,其整体结构易发生松散,从而影响其抗震性的问题。
Fabricated high-strength anti-seismic steel structure for steel structure building
The invention provides a fabricated high-strength anti-seismic steel structure for a steel structure building, and relates to the technical field of steel structures. The locking part is arranged at the top of the supporting part; the assembling part is arranged outside the supporting part; the transverse connecting part is arranged in the assembling part; the butt joint block is connected to the butt joint in an inserted mode, meanwhile, the butt joint block is provided with the restraining groove, so that clamping of the locking block is facilitated, the locking block can be kept stable without screws, the transverse connecting part is conveniently installed by forming the inserting groove and the butt joint groove in the butt joint block, and mutual locking is achieved in cooperation with the transverse connecting part; therefore, the situation that the overall stability of the device is reduced when the screws are in a loose state is avoided, and the problems that for an existing anti-seismic steel structure, due to the fact that connection is conducted through the screws and connecting suites, the dependence on the screws and the connecting suites is large, and when the screws and the connecting suites are loosened due to vibration, the overall structure is prone to loosening, and the service life of the anti-seismic steel structure is affected are solved. Therefore, the shock resistance is influenced.
本发明提供了一种用于钢结构建筑的装配式高强度抗震钢结构,涉及钢结构技术领域,包括:支撑部;所述锁紧部设置在支撑部的顶部;所述装配部设置在支撑部的外部;所述横接部设置在装配部的内部;通过将对接头块插接在对接头上,同时将对接块上开设约束槽,从而便于锁紧块进行卡位,使其在无螺钉时也能保持稳定,而通过将对接块上开设插槽和对接槽,便于对横接部进行安装,并配合横接部进行相互锁紧,从而避免螺钉在松散状态下降低装置整体稳定,解决了就目前抗震钢结构而言,大都通过螺钉和连接套件进行连接,导致其对螺钉与连接套件的依赖性较大,使其在螺钉和连接套件因震动而发生松动时,其整体结构易发生松散,从而影响其抗震性的问题。
Fabricated high-strength anti-seismic steel structure for steel structure building
一种用于钢结构建筑的装配式高强度抗震钢结构
NONG FUGUANG (Autor:in)
18.11.2022
Patent
Elektronische Ressource
Chinesisch
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