A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Double-core buckling restrained brace structure system
The invention discloses a double-core buckling restrained brace structure system, and relates to the field of energy dissipation and shock absorption of building structures. According to the technical scheme, the structure comprises a main body structure, a supporting structure system composed of a reinforced gusset plate embedded part and double-core buckling restrained braces is assembled on the main body structure, the reinforced gusset plate embedded part is composed of a middle beam gusset plate point embedded part and two beam column gusset plate embedded parts, the number of the double-core buckling restrained braces is two, and the middle beam gusset plate point embedded part and the two beam column gusset plate embedded parts are connected through the double-core buckling restrained braces. The tops of the two dual-core buckling restrained braces are fixedly connected with the middle beam node plate point embedded part, the bottoms of the two dual-core buckling restrained braces are fixedly connected with the two beam column node plate embedded parts respectively, and the dual-core buckling restrained braces mainly adopt a dual-core buckling energy dissipation core section, have no redundant connecting components, and are not prone to deformation. Connection is simpler and more convenient, and meanwhile buckling deformation caused by the fact that the connecting part is too long can be avoided.
本发明公开了一种双核心屈曲约束支撑结构体系，涉及建筑结构消能减震领域。现提出如下方案，其包括主体结构，主体结构上装配有由加强型节点板预埋件和双核心屈曲约束支撑构成的支撑结构体系，加强型节点板预埋件由一个中间梁节板点预埋件和两个梁柱节点板预埋件构成，双核心屈曲约束支撑设有两个，两个双核心屈曲约束支撑的顶部皆与中间梁节板点预埋件连接固定，且两个双核心屈曲约束支撑的底部分别与两个梁柱节点板预埋件固定连接，双核心屈曲约束支撑主要本结构体系采用了双核心屈曲耗能核心段，无多余连接构件，连接更加简便，同时还能避免连接部分过长发生屈曲变形。
Double-core buckling restrained brace structure system
The invention discloses a double-core buckling restrained brace structure system, and relates to the field of energy dissipation and shock absorption of building structures. According to the technical scheme, the structure comprises a main body structure, a supporting structure system composed of a reinforced gusset plate embedded part and double-core buckling restrained braces is assembled on the main body structure, the reinforced gusset plate embedded part is composed of a middle beam gusset plate point embedded part and two beam column gusset plate embedded parts, the number of the double-core buckling restrained braces is two, and the middle beam gusset plate point embedded part and the two beam column gusset plate embedded parts are connected through the double-core buckling restrained braces. The tops of the two dual-core buckling restrained braces are fixedly connected with the middle beam node plate point embedded part, the bottoms of the two dual-core buckling restrained braces are fixedly connected with the two beam column node plate embedded parts respectively, and the dual-core buckling restrained braces mainly adopt a dual-core buckling energy dissipation core section, have no redundant connecting components, and are not prone to deformation. Connection is simpler and more convenient, and meanwhile buckling deformation caused by the fact that the connecting part is too long can be avoided.
本发明公开了一种双核心屈曲约束支撑结构体系，涉及建筑结构消能减震领域。现提出如下方案，其包括主体结构，主体结构上装配有由加强型节点板预埋件和双核心屈曲约束支撑构成的支撑结构体系，加强型节点板预埋件由一个中间梁节板点预埋件和两个梁柱节点板预埋件构成，双核心屈曲约束支撑设有两个，两个双核心屈曲约束支撑的顶部皆与中间梁节板点预埋件连接固定，且两个双核心屈曲约束支撑的底部分别与两个梁柱节点板预埋件固定连接，双核心屈曲约束支撑主要本结构体系采用了双核心屈曲耗能核心段，无多余连接构件，连接更加简便，同时还能避免连接部分过长发生屈曲变形。
Double-core buckling restrained brace structure system
一种双核心屈曲约束支撑结构体系
GUO LIQING (author) / MA MINGJIAN (author) / WU BEIBEI (author) / LI WEI (author) / LIU GANG (author) / GE MEIJUN (author) / ZHANG GUANJIE (author)
2023-07-04
Patent
Electronic Resource
Chinese
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