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Assembled profile steel confined concrete shear wall structure
The invention provides an assembled profile steel confined concrete shear wall structure. The assembled profile steel confined concrete shear wall structure comprises longitudinal and transverse wallboards. The assembled profile steel confined concrete shear wall structure is characterized in that H-shaped profile steel is assembled at the end part of each longitudinal and transverse wallboard; the wing edge of one side of each H-shaped profile steel exposes; a steel pipe is arranged in a joint core layer; batten plates are vertically connected at every intervals to the wing edge of the exposed H-shaped profile steel; the other end of each batten plate is fixed on the steel pipe, so that each H-shaped profile steel and a square steel pipe are connected through the batten plates to form a joint area frame; concrete is poured at the joint area frame and connected with the longitudinal and transverse wallboards to form a complete shear wall. According to the assembled profile steel confined concrete shear wall structure, the longitudinal and transverse wallboards are integrally connected with the core steel pipe through the batten plates; the concrete in the node area is confined by the profile steel frame, so that the shock resistance can be improved, and the structural system is high in overall performance; the construction process is simple, a die plate can be conveniently erected, and the wet workload at the construction site can be decreased.
Assembled profile steel confined concrete shear wall structure
The invention provides an assembled profile steel confined concrete shear wall structure. The assembled profile steel confined concrete shear wall structure comprises longitudinal and transverse wallboards. The assembled profile steel confined concrete shear wall structure is characterized in that H-shaped profile steel is assembled at the end part of each longitudinal and transverse wallboard; the wing edge of one side of each H-shaped profile steel exposes; a steel pipe is arranged in a joint core layer; batten plates are vertically connected at every intervals to the wing edge of the exposed H-shaped profile steel; the other end of each batten plate is fixed on the steel pipe, so that each H-shaped profile steel and a square steel pipe are connected through the batten plates to form a joint area frame; concrete is poured at the joint area frame and connected with the longitudinal and transverse wallboards to form a complete shear wall. According to the assembled profile steel confined concrete shear wall structure, the longitudinal and transverse wallboards are integrally connected with the core steel pipe through the batten plates; the concrete in the node area is confined by the profile steel frame, so that the shock resistance can be improved, and the structural system is high in overall performance; the construction process is simple, a die plate can be conveniently erected, and the wet workload at the construction site can be decreased.
Assembled profile steel confined concrete shear wall structure
DOU LIJUN (author) / CHEN TIANYU (author) / GAO MINGLIANG (author) / LYU PENG (author) / CHENG XIAO (author)
2015-09-09
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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