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Double-layer steel plate shear wall using corrugated web I-shaped steel components for pulling connection
The invention relates to a double-layer steel plate shear wall using corrugated web I-shaped steel components for pulling connection, and belongs to the field of structural engineering. A plurality ofsteel plate shear wall units with the corrugated web I-shaped steel components are welded to form the double-layer steel plate shear wall; corrugated web I-shaped steel component webs and outer steelplates directly participate in the shear wall anti-side, and meanwhile, corrugated web I-shaped steel component flanges play a role in pulling connection of the outer steel plates, and the elastic shear buckling load of the outer steel plates and the shear bearing capacity of the outer steel plates are effectively improved; the width of the corrugated web I-shaped steel component webs can be significantly larger than the horizontal spacing of the corrugated web I-shaped steel components, the elastic buckling load of plates between each area grid is similar, and the economical efficiency of the steel plate shear wall is effectively improved; and the corrugated webs in the corrugated web I-shaped steel components only bear side force in the stress process of a wall body, basically cannot bear vertical force, cannot lose stability under pressure, enhances the stability of the flanges, and ensures the connection performance between the I-shaped steel components and the outer steel plates.
本发明涉及一种波形腹板工字形钢构件拉结的双层钢板剪力墙,属于结构工程领域。将若干个带波形腹板工字型钢构件的钢板剪力墙单元焊接形成双层钢板剪力墙;波形腹板工字型钢构件腹板与外侧钢板直接参与剪力墙抗侧,同时波形腹板工字型钢构件翼缘对外侧钢板起到拉结作用,有效提升了外侧钢板弹性剪切屈曲荷载以及其抗剪承载力。波形腹板工字型钢构件的腹板宽度也可显著大于波形腹板工字型钢构件的水平间距,便于各区格间板件的弹性屈曲荷载相近,有效提升了钢板剪力墙的经济性。波形腹板工字型钢构件中的波形腹板在墙体受力过程中只承受侧向力,基本不承受竖向力,受压不会发生失稳,增强了翼缘的稳定性,保证了工字型钢构件与外侧钢板的连接性能。
Double-layer steel plate shear wall using corrugated web I-shaped steel components for pulling connection
The invention relates to a double-layer steel plate shear wall using corrugated web I-shaped steel components for pulling connection, and belongs to the field of structural engineering. A plurality ofsteel plate shear wall units with the corrugated web I-shaped steel components are welded to form the double-layer steel plate shear wall; corrugated web I-shaped steel component webs and outer steelplates directly participate in the shear wall anti-side, and meanwhile, corrugated web I-shaped steel component flanges play a role in pulling connection of the outer steel plates, and the elastic shear buckling load of the outer steel plates and the shear bearing capacity of the outer steel plates are effectively improved; the width of the corrugated web I-shaped steel component webs can be significantly larger than the horizontal spacing of the corrugated web I-shaped steel components, the elastic buckling load of plates between each area grid is similar, and the economical efficiency of the steel plate shear wall is effectively improved; and the corrugated webs in the corrugated web I-shaped steel components only bear side force in the stress process of a wall body, basically cannot bear vertical force, cannot lose stability under pressure, enhances the stability of the flanges, and ensures the connection performance between the I-shaped steel components and the outer steel plates.
本发明涉及一种波形腹板工字形钢构件拉结的双层钢板剪力墙,属于结构工程领域。将若干个带波形腹板工字型钢构件的钢板剪力墙单元焊接形成双层钢板剪力墙;波形腹板工字型钢构件腹板与外侧钢板直接参与剪力墙抗侧,同时波形腹板工字型钢构件翼缘对外侧钢板起到拉结作用,有效提升了外侧钢板弹性剪切屈曲荷载以及其抗剪承载力。波形腹板工字型钢构件的腹板宽度也可显著大于波形腹板工字型钢构件的水平间距,便于各区格间板件的弹性屈曲荷载相近,有效提升了钢板剪力墙的经济性。波形腹板工字型钢构件中的波形腹板在墙体受力过程中只承受侧向力,基本不承受竖向力,受压不会发生失稳,增强了翼缘的稳定性,保证了工字型钢构件与外侧钢板的连接性能。
Double-layer steel plate shear wall using corrugated web I-shaped steel components for pulling connection
一种波形腹板工字形钢构件拉结的双层钢板剪力墙
JIANG ZIQIN (Autor:in) / SHEN CUNJIE (Autor:in) / LIU LANTAO (Autor:in) / KANG YITAO (Autor:in) / ZHOU BAORU (Autor:in)
17.04.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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