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Fabricated out-of-plane constraint energy dissipation steel plate shear wall frame and construction method thereof
The invention relates to the technical field of industrial steel structures, in particular to a fabricated out-of-plane constraint energy dissipation steel plate shear wall frame and a construction method thereof.The fabricated out-of-plane constraint energy dissipation steel plate shear wall frame comprises two sets of boundary frame columns arranged in parallel and two sets of boundary frame beams arranged in parallel, and the boundary frame columns and the boundary frame beams define a frame; the boundary frame columns and the boundary frame beams are both I-shaped steel, and two sets of penetrating through holes are formed in the sides, close to each other, of the side faces of the boundary frame columns. In the actual assembling process, installation is flexible, actual machining is convenient, displacement can be conducted to a certain degree, position adjustment can be conveniently conducted according to the actual stress condition, and the using effect is improved to the maximum degree; in the process of being impacted by external force in the actual use process, force unloading can be effectively conducted, the energy consumption effect is achieved, the influence of external energy on the whole equipment is reduced, the force unloading effect is well achieved, and the long service life of the whole steel structure is guaranteed.
本发明涉及工业化钢结构技术领域,尤其涉及一种装配式面外约束耗能钢板剪力墙框架及其施工方法,包括两组平行设置的边界框架柱和两组平行设置的边界框架梁,所述边界框架柱和所述边界框架梁围设成框架;所述边界框架柱和所述边界框架梁均为工型钢,且所述边界框架柱的侧面相互靠近的一侧均开设有两组穿设通孔。本发明在实际装配过程中安装灵活,方便实际加工,且能够进行一定程度移位,便于根据实际受力情况进行位置调节,最大程度提高使用效果;使得在实际使用过程中受到外力撞击过程中,能够有效进行卸力,达到耗能的效果,降低外部能量对设备整体造成的影响,较好地达到卸力效果,保证整体钢结构的长久使用寿命。
Fabricated out-of-plane constraint energy dissipation steel plate shear wall frame and construction method thereof
The invention relates to the technical field of industrial steel structures, in particular to a fabricated out-of-plane constraint energy dissipation steel plate shear wall frame and a construction method thereof.The fabricated out-of-plane constraint energy dissipation steel plate shear wall frame comprises two sets of boundary frame columns arranged in parallel and two sets of boundary frame beams arranged in parallel, and the boundary frame columns and the boundary frame beams define a frame; the boundary frame columns and the boundary frame beams are both I-shaped steel, and two sets of penetrating through holes are formed in the sides, close to each other, of the side faces of the boundary frame columns. In the actual assembling process, installation is flexible, actual machining is convenient, displacement can be conducted to a certain degree, position adjustment can be conveniently conducted according to the actual stress condition, and the using effect is improved to the maximum degree; in the process of being impacted by external force in the actual use process, force unloading can be effectively conducted, the energy consumption effect is achieved, the influence of external energy on the whole equipment is reduced, the force unloading effect is well achieved, and the long service life of the whole steel structure is guaranteed.
本发明涉及工业化钢结构技术领域,尤其涉及一种装配式面外约束耗能钢板剪力墙框架及其施工方法,包括两组平行设置的边界框架柱和两组平行设置的边界框架梁,所述边界框架柱和所述边界框架梁围设成框架;所述边界框架柱和所述边界框架梁均为工型钢,且所述边界框架柱的侧面相互靠近的一侧均开设有两组穿设通孔。本发明在实际装配过程中安装灵活,方便实际加工,且能够进行一定程度移位,便于根据实际受力情况进行位置调节,最大程度提高使用效果;使得在实际使用过程中受到外力撞击过程中,能够有效进行卸力,达到耗能的效果,降低外部能量对设备整体造成的影响,较好地达到卸力效果,保证整体钢结构的长久使用寿命。
Fabricated out-of-plane constraint energy dissipation steel plate shear wall frame and construction method thereof
一种装配式面外约束耗能钢板剪力墙框架及其施工方法
ZHENG BIN (Autor:in) / ZHANG HUIXIN (Autor:in)
07.03.2023
Patent
Elektronische Ressource
Chinesisch
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