A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention relates a three core plate in parallel energy dissipation type buckling-proof support. The three core plate in parallel energy dissipation type buckling-proof support. comprises a core-forced assembly, a periphery restraint assembly, filling materials, and power-conveying assemblies, wherein the core-forced assembly comprises a first stage of energy dissipation component, a second stage of energy dissipation component and a third stage of energy dissipation component, the periphery restraint assembly is covered around the exterior of the core-forced assembly, filling materials is filled between the core-forced assembly and the periphery restraint assembly, and the power-conveying assemblies are connected with the two ends of the core-forced assembly; each power-conveying assembly comprises a lengthening ribbed plate, a shortening ribbed plate and an end connection plate. According to the three core plate in parallel energy dissipation type buckling-proof support, three energy dissipation core plates in a line shape in parallel are adopted to form the core-forced assembly, the requirement to multi-stage energy dissipation performance is met, and meanwhile the emergency capacity of the core-forced assembly is improved. Compared with the prior buckling-proof support same in bearing capacity, a periphery restraint unit of the three core plate in parallel energy dissipation type buckling-proof support is greatly reduced in the sectional area, the convenience for construction is realized, and the occupation and waste for the building used space are reduced.
The invention relates a three core plate in parallel energy dissipation type buckling-proof support. The three core plate in parallel energy dissipation type buckling-proof support. comprises a core-forced assembly, a periphery restraint assembly, filling materials, and power-conveying assemblies, wherein the core-forced assembly comprises a first stage of energy dissipation component, a second stage of energy dissipation component and a third stage of energy dissipation component, the periphery restraint assembly is covered around the exterior of the core-forced assembly, filling materials is filled between the core-forced assembly and the periphery restraint assembly, and the power-conveying assemblies are connected with the two ends of the core-forced assembly; each power-conveying assembly comprises a lengthening ribbed plate, a shortening ribbed plate and an end connection plate. According to the three core plate in parallel energy dissipation type buckling-proof support, three energy dissipation core plates in a line shape in parallel are adopted to form the core-forced assembly, the requirement to multi-stage energy dissipation performance is met, and meanwhile the emergency capacity of the core-forced assembly is improved. Compared with the prior buckling-proof support same in bearing capacity, a periphery restraint unit of the three core plate in parallel energy dissipation type buckling-proof support is greatly reduced in the sectional area, the convenience for construction is realized, and the occupation and waste for the building used space are reduced.
Three core plate in parallel energy dissipation type buckling-proof support
2015-05-13
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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