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Built-in densely-distributed column type double-steel-plate shear wall
A built-in densely-distributed column type double-steel-plate shear wall belongs to the field of structural engineering and is composed of edge steel pipe columns on the left side and the right side, a front steel plate, a rear steel plate, an upper T-shaped steel edge beam, a lower T-shaped steel edge beam and a plurality of built-in steel pipe columns distributed between the front steel plate and the rear steel plate. A front steel plate and a rear steel plate are symmetrically arranged in parallel; the front side steel plate is provided with a vertical long-strip-shaped plug weld joint hole used for being connected with all steel pipe plunger weld joints. The rear side steel plate is an integral plate and is connected with the fillet welds of the columns; the front and rear steel plates are in welded connection with the left and right side edge columns and the upper and lower T-shaped steel edge beams. The two side edge steel pipe columns are the same in size, and the built-in densely-distributed steel pipe columns are also the same in size. The edge steel pipe columns on the two sides and the internally-arranged densely-distributed steel pipe columns are connected with the upper and lower T-shaped steel edge beams in a welded mode. Bolt holes are formed in webs of the upper and lower T-shaped steel edge beams. The upper and lower T-shaped steel edge beams are the same in size. According to the invention, good shear stiffness and anti-seismic property for resisting horizontal load are achieved, and meanwhile, the steel structure has enough vertical load bearing capacity.
一种内置密布柱式双钢板剪力墙,属于结构工程领域,是由左右两侧边缘钢管柱、前后两块钢板、上下两根T型钢边缘梁,以及布于前后两块钢板之间的若干内置钢管柱组成。本发明前后两块钢板平行对称布置;前侧钢板设有竖向长条形塞焊缝孔,用于与各钢管柱塞焊缝连接;后侧钢板为整块板,其与各柱角焊缝连接;前后两块钢板与左右侧边缘柱及上下T型钢边缘梁焊缝连接。两侧边缘钢管柱尺寸相同,各内置密布钢管柱尺寸也相同。两侧边缘钢管柱及各内置密布钢管柱与上下T型钢边缘梁焊缝连接,上下两根T型钢边缘梁腹板均设有螺栓孔;上下两根T型钢边缘梁尺寸相同。本发明具抵抗水平荷载的良好抗剪刚度和抗震性能的同时,还具有足够的承受竖向荷载能力。
Built-in densely-distributed column type double-steel-plate shear wall
A built-in densely-distributed column type double-steel-plate shear wall belongs to the field of structural engineering and is composed of edge steel pipe columns on the left side and the right side, a front steel plate, a rear steel plate, an upper T-shaped steel edge beam, a lower T-shaped steel edge beam and a plurality of built-in steel pipe columns distributed between the front steel plate and the rear steel plate. A front steel plate and a rear steel plate are symmetrically arranged in parallel; the front side steel plate is provided with a vertical long-strip-shaped plug weld joint hole used for being connected with all steel pipe plunger weld joints. The rear side steel plate is an integral plate and is connected with the fillet welds of the columns; the front and rear steel plates are in welded connection with the left and right side edge columns and the upper and lower T-shaped steel edge beams. The two side edge steel pipe columns are the same in size, and the built-in densely-distributed steel pipe columns are also the same in size. The edge steel pipe columns on the two sides and the internally-arranged densely-distributed steel pipe columns are connected with the upper and lower T-shaped steel edge beams in a welded mode. Bolt holes are formed in webs of the upper and lower T-shaped steel edge beams. The upper and lower T-shaped steel edge beams are the same in size. According to the invention, good shear stiffness and anti-seismic property for resisting horizontal load are achieved, and meanwhile, the steel structure has enough vertical load bearing capacity.
一种内置密布柱式双钢板剪力墙,属于结构工程领域,是由左右两侧边缘钢管柱、前后两块钢板、上下两根T型钢边缘梁,以及布于前后两块钢板之间的若干内置钢管柱组成。本发明前后两块钢板平行对称布置;前侧钢板设有竖向长条形塞焊缝孔,用于与各钢管柱塞焊缝连接;后侧钢板为整块板,其与各柱角焊缝连接;前后两块钢板与左右侧边缘柱及上下T型钢边缘梁焊缝连接。两侧边缘钢管柱尺寸相同,各内置密布钢管柱尺寸也相同。两侧边缘钢管柱及各内置密布钢管柱与上下T型钢边缘梁焊缝连接,上下两根T型钢边缘梁腹板均设有螺栓孔;上下两根T型钢边缘梁尺寸相同。本发明具抵抗水平荷载的良好抗剪刚度和抗震性能的同时,还具有足够的承受竖向荷载能力。
Built-in densely-distributed column type double-steel-plate shear wall
一种内置密布柱式双钢板剪力墙
BAI ZHENGXIAN (Autor:in) / CUI HU (Autor:in) / JIANG ZIQIN (Autor:in) / CAI CHAO (Autor:in)
19.08.2022
Patent
Elektronische Ressource
Chinesisch
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