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Combined energy dissipation and seismic mitigation structure system and implementation method thereof
The invention discloses a combined energy dissipation and seismic mitigation structure system and an implementation method thereof.The combined energy dissipation and seismic mitigation structure system comprises a main body structure, a buckling-restrained steel plate shear wall and a force-bearing-adjustable energy dissipation support, the main body structure comprises a main body part and three free limb parts, and the main body part and the free limb parts are combined to form an E-shaped structure; the buckling-restrained steel plate shear wall is arranged on the main body part and used for coping with energy consumption of lateral movement of the main body structure in the first direction, the first direction is parallel to the length direction of the free limb part, and the force-bearing-adjustable energy consumption support is arranged on the free limb part and used for coping with energy consumption of lateral movement of the main body structure in the second direction. And the second direction is parallel to the length direction of the main body part. Through combined application of the two energy dissipation and shock absorption components, arrangement is more flexible, adaptability is higher, the better shock absorption effect is achieved, in addition, the steel consumption of a building structure can be reduced, and economic benefits are obvious.
本发明公开了一种组合耗能减震结构体系及其实施方法,该组合耗能减震结构体系包括主体结构、防屈曲钢板剪力墙和承力可调耗能支撑,所述主体结构包括一个主体部和三个自由肢部,主体部和自由肢部结合形成E字形结构,所述防屈曲钢板剪力墙设置于所述主体部,用于应对所述主体结构在第一方向上侧移的耗能,所述第一方向与自由肢部的长度方向平行,所述承力可调耗能支撑设置于所述自由肢部,用于应对所述主体结构在第二方向上侧移的耗能,所述第二方向与主体部的长度方向平行。本发明通过两种耗能减震部件联合应用,布置更加灵活,适应性更强,具有更好的减震效果,另外可以降低建筑结构用钢量,经济效益明显。
Combined energy dissipation and seismic mitigation structure system and implementation method thereof
The invention discloses a combined energy dissipation and seismic mitigation structure system and an implementation method thereof.The combined energy dissipation and seismic mitigation structure system comprises a main body structure, a buckling-restrained steel plate shear wall and a force-bearing-adjustable energy dissipation support, the main body structure comprises a main body part and three free limb parts, and the main body part and the free limb parts are combined to form an E-shaped structure; the buckling-restrained steel plate shear wall is arranged on the main body part and used for coping with energy consumption of lateral movement of the main body structure in the first direction, the first direction is parallel to the length direction of the free limb part, and the force-bearing-adjustable energy consumption support is arranged on the free limb part and used for coping with energy consumption of lateral movement of the main body structure in the second direction. And the second direction is parallel to the length direction of the main body part. Through combined application of the two energy dissipation and shock absorption components, arrangement is more flexible, adaptability is higher, the better shock absorption effect is achieved, in addition, the steel consumption of a building structure can be reduced, and economic benefits are obvious.
本发明公开了一种组合耗能减震结构体系及其实施方法,该组合耗能减震结构体系包括主体结构、防屈曲钢板剪力墙和承力可调耗能支撑,所述主体结构包括一个主体部和三个自由肢部,主体部和自由肢部结合形成E字形结构,所述防屈曲钢板剪力墙设置于所述主体部,用于应对所述主体结构在第一方向上侧移的耗能,所述第一方向与自由肢部的长度方向平行,所述承力可调耗能支撑设置于所述自由肢部,用于应对所述主体结构在第二方向上侧移的耗能,所述第二方向与主体部的长度方向平行。本发明通过两种耗能减震部件联合应用,布置更加灵活,适应性更强,具有更好的减震效果,另外可以降低建筑结构用钢量,经济效益明显。
Combined energy dissipation and seismic mitigation structure system and implementation method thereof
一种组合耗能减震结构体系及其实施方法
23.01.2024
Patent
Elektronische Ressource
Chinesisch
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