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A platform for research: civil engineering, architecture and urbanism
Large-span composite curtain wall keel construction system
The invention discloses a large-span composite curtain wall keel construction system which comprises composite steel stand columns, the composite steel stand columns comprise two sets of steel stand columns which are oppositely arranged, each set of steel stand columns comprise two steel plate stand columns which are oppositely arranged, the steel plate stand columns are arranged perpendicular to a glass panel, and each set of steel stand columns are fixedly connected with a cast steel plate connecting piece. The end of the cast steel plate connecting piece is located between the two oppositely-arranged steel plate stand columns, and horizontal stable pull rods parallel to the curtain wall face are arranged at the outer ends of the connecting positions of the front steel plate stand column and the cast steel plate connecting piece and the rear steel plate stand column and the cast steel plate connecting piece. The mode that the composite steel stand columns and the horizontal stabilizer bars are combined is adopted, a large-span curtain wall construction scheme is achieved, the overall quality is controllable, and the probability of safety accidents on a construction site is reduced. Moreover, the composite curtain wall keel construction system is high in bearing capacity, can meet the building effect and various performance requirements of the curtain wall on the premise of meeting various structural load and deformation requirements, and avoids potential safety hazards at the same time.
本发明公开了一种大跨度复合幕墙龙骨构造系统，包括复合钢立柱，复合钢立柱包括相对设置的两组钢立柱，每组钢立柱包括两支相对设置的钢板立柱，所述钢板立柱垂直于玻璃面板布置，每组钢立柱均与铸造钢板连接件固定连接，所述铸造钢板连接件的端部位于两支相对设置的钢板立柱之间，前后的所述钢板立柱与所述铸造钢板连接件连接处外端均设与幕墙面平行的水平稳定拉杆。本发明采用复合钢立柱及水平稳定杆相结合的方式，实现了大跨度幕墙构造方案，整体上质量可控，降低了施工现场安全事故发生机率。而且，本复合幕墙龙骨构造系统承载能力强，满足各种结构荷载和变形需求的前提下，可以满足建筑效果和幕墙各项性能要求，同时规避了安全隐患。
Large-span composite curtain wall keel construction system
The invention discloses a large-span composite curtain wall keel construction system which comprises composite steel stand columns, the composite steel stand columns comprise two sets of steel stand columns which are oppositely arranged, each set of steel stand columns comprise two steel plate stand columns which are oppositely arranged, the steel plate stand columns are arranged perpendicular to a glass panel, and each set of steel stand columns are fixedly connected with a cast steel plate connecting piece. The end of the cast steel plate connecting piece is located between the two oppositely-arranged steel plate stand columns, and horizontal stable pull rods parallel to the curtain wall face are arranged at the outer ends of the connecting positions of the front steel plate stand column and the cast steel plate connecting piece and the rear steel plate stand column and the cast steel plate connecting piece. The mode that the composite steel stand columns and the horizontal stabilizer bars are combined is adopted, a large-span curtain wall construction scheme is achieved, the overall quality is controllable, and the probability of safety accidents on a construction site is reduced. Moreover, the composite curtain wall keel construction system is high in bearing capacity, can meet the building effect and various performance requirements of the curtain wall on the premise of meeting various structural load and deformation requirements, and avoids potential safety hazards at the same time.
本发明公开了一种大跨度复合幕墙龙骨构造系统，包括复合钢立柱，复合钢立柱包括相对设置的两组钢立柱，每组钢立柱包括两支相对设置的钢板立柱，所述钢板立柱垂直于玻璃面板布置，每组钢立柱均与铸造钢板连接件固定连接，所述铸造钢板连接件的端部位于两支相对设置的钢板立柱之间，前后的所述钢板立柱与所述铸造钢板连接件连接处外端均设与幕墙面平行的水平稳定拉杆。本发明采用复合钢立柱及水平稳定杆相结合的方式，实现了大跨度幕墙构造方案，整体上质量可控，降低了施工现场安全事故发生机率。而且，本复合幕墙龙骨构造系统承载能力强，满足各种结构荷载和变形需求的前提下，可以满足建筑效果和幕墙各项性能要求，同时规避了安全隐患。
Large-span composite curtain wall keel construction system
一种大跨度复合幕墙龙骨构造系统
ZHU HAIYAN (author) / LI BIJUN (author) / REN SHANGJUN (author)
2024-03-15
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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