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Buckling restrained brace outrigger truss and composite shock absorption high-rise structure system
The invention relates to the technical field of energy dissipation and shock absorption of building structures, in particular to a buckling restrained brace outrigger truss and a composite shock absorption high-rise structure system. The buckling restrained brace outrigger truss is connected between an inner barrel and an outer barrel. Diagonal web members are non-yielding bearing type first buckling restrained braces and yielding energy dissipation type second buckling restrained braces which are arranged side by side, a multiple displacement and amplification type viscous energy dissipationmechanism comprises a cantilever truss, a toggle dual connecting rod and a viscous damper, and a composite shock absorption high-rise structure system is formed through combined application of the buckling restrained brace outrigger truss and the multiple displacement and amplification type viscous energy dissipation mechanism. The outrigger truss and the energy dissipation mechanism work cooperatively, energy consumption and rigidity mechanisms are diversified and coordinated, the shock absorption effect is obvious and effective, multiple fortification defense lines of the high-rise structurecan be achieved, the structure is simple, construction is convenient, and building space usability and economical performance are good.
本发明涉及建筑结构消能减震技术领域,具体涉及了一种屈曲约束支撑伸臂桁架及复合式减震高层结构体系,屈曲约束支撑伸臂桁架连接于内筒与外筒之间,斜腹杆为并列布置的不屈服承载型第一屈曲约束支撑和屈服耗能型第二屈曲约束支撑,包括悬臂桁架、肘节二连杆、黏滞阻尼器,通过屈曲约束支撑伸臂桁架和多重位移放大型黏滞消能机构组合应用形成一种复合式减震高层结构体系,伸臂桁架和消能机构两者协同工作,耗能及刚度机制多样、协调,减震效果明显、有效,可实现高层结构的多道设防防线,结构构造简单,施工方便,建筑空间使用性及经济性良好。
Buckling restrained brace outrigger truss and composite shock absorption high-rise structure system
The invention relates to the technical field of energy dissipation and shock absorption of building structures, in particular to a buckling restrained brace outrigger truss and a composite shock absorption high-rise structure system. The buckling restrained brace outrigger truss is connected between an inner barrel and an outer barrel. Diagonal web members are non-yielding bearing type first buckling restrained braces and yielding energy dissipation type second buckling restrained braces which are arranged side by side, a multiple displacement and amplification type viscous energy dissipationmechanism comprises a cantilever truss, a toggle dual connecting rod and a viscous damper, and a composite shock absorption high-rise structure system is formed through combined application of the buckling restrained brace outrigger truss and the multiple displacement and amplification type viscous energy dissipation mechanism. The outrigger truss and the energy dissipation mechanism work cooperatively, energy consumption and rigidity mechanisms are diversified and coordinated, the shock absorption effect is obvious and effective, multiple fortification defense lines of the high-rise structurecan be achieved, the structure is simple, construction is convenient, and building space usability and economical performance are good.
本发明涉及建筑结构消能减震技术领域,具体涉及了一种屈曲约束支撑伸臂桁架及复合式减震高层结构体系,屈曲约束支撑伸臂桁架连接于内筒与外筒之间,斜腹杆为并列布置的不屈服承载型第一屈曲约束支撑和屈服耗能型第二屈曲约束支撑,包括悬臂桁架、肘节二连杆、黏滞阻尼器,通过屈曲约束支撑伸臂桁架和多重位移放大型黏滞消能机构组合应用形成一种复合式减震高层结构体系,伸臂桁架和消能机构两者协同工作,耗能及刚度机制多样、协调,减震效果明显、有效,可实现高层结构的多道设防防线,结构构造简单,施工方便,建筑空间使用性及经济性良好。
Buckling restrained brace outrigger truss and composite shock absorption high-rise structure system
一种屈曲约束支撑伸臂桁架及复合式减震高层结构体系
LIN SHAOMING (author) / LIU FUJUN (author) / LI SHENGYONG (author) / HUANG ZHONGHAI (author) / ZHONG MING (author) / SHANGGUAN JINYU (author)
2020-12-15
Patent
Electronic Resource
Chinese
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