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A platform for research: civil engineering, architecture and urbanism
Vierendeel truss restraining type bending-preventing support
The invention relates to a vierendeel truss restraining type bending-preventing support and belongs to the technical field of structural engineering. The vierendeel truss restraining type bending-preventing support is composed of a cross-shaped inner core component and a periphery restraining component. The cross-shaped inner core component is formed by welding three flat steel plates, and hard rubber is stuck to the surface of the cross-shaped inner core component. The periphery restraining component is composed of restraining steel pipe concrete, two bent square steel pipes and connecting steel plates. Each bent square steel pipe is formed by welding two short and straight square steel pipes and a long and straight square steel pipe, wherein the two bent steel pipes are placed at the symmetrical positions on the two sides of a restraining steel pipe, the long areas in the middles of the two bent steel pipes have the same distance away from the restraining steel pipe, and the portion close to the end of the support is bent, and welded to the restraining steel pipe. The connecting steel plates are flat rectangular plates and are arranged in the length direction of the component at equal intervals in pairs. The two ends of each connecting steel plate are welded to the bent square steel pipes and the restraining steel pipe respectively. The vierendeel truss restraining type bending-preventing support has super tonnage to be applicable to high-layer structure multi-floor spanning, and the support has the more attractive appearance.
Vierendeel truss restraining type bending-preventing support
The invention relates to a vierendeel truss restraining type bending-preventing support and belongs to the technical field of structural engineering. The vierendeel truss restraining type bending-preventing support is composed of a cross-shaped inner core component and a periphery restraining component. The cross-shaped inner core component is formed by welding three flat steel plates, and hard rubber is stuck to the surface of the cross-shaped inner core component. The periphery restraining component is composed of restraining steel pipe concrete, two bent square steel pipes and connecting steel plates. Each bent square steel pipe is formed by welding two short and straight square steel pipes and a long and straight square steel pipe, wherein the two bent steel pipes are placed at the symmetrical positions on the two sides of a restraining steel pipe, the long areas in the middles of the two bent steel pipes have the same distance away from the restraining steel pipe, and the portion close to the end of the support is bent, and welded to the restraining steel pipe. The connecting steel plates are flat rectangular plates and are arranged in the length direction of the component at equal intervals in pairs. The two ends of each connecting steel plate are welded to the bent square steel pipes and the restraining steel pipe respectively. The vierendeel truss restraining type bending-preventing support has super tonnage to be applicable to high-layer structure multi-floor spanning, and the support has the more attractive appearance.
Vierendeel truss restraining type bending-preventing support
GUO YANLIN (author) / TONG JINGZHONG (author) / ZHANG BOHAO (author) / ZHANG YOUHAO (author)
2015-04-22
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS
| Engineering Index Backfile | 1928
Vierendeel truss bridges popular in Belgium
| Engineering Index Backfile | 1935
Rigid frames without diagonals (Vierendeel truss)
| Engineering Index Backfile | 1942