Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Partially-coated steel-concrete composite shear wall component
The invention relates to the field of prefabricated buildings, and discloses a partially-coated steel-concrete composite shear wall component. The partially-coated steel-concrete composite shear wall component comprises a steel plate shear wall, wherein end transverse plates are fixedly connected to the upper end and the lower end of the steel plate shear wall respectively, extending webs and shear-resistant studs are fixedly connected to the end transverse plates, stiffening short ribs are fixedly connected between the end transverse plates and the extending webs, and outer-coated concrete is poured on the two sides of the steel plate shear wall. By the adoption of the scheme, the technical problem of vertical connection of the composite shear wall is solved, the application range of the composite component is widened, engineering application of the composite component in a prefabricated building structure system is facilitated, and the connecting structure between the composite components is conveniently achieved.
本发明涉及装配式建筑领域，公开了一种部分包覆钢‑混凝土组合剪力墙构件，包括钢板剪力墙，所述钢板剪力墙的上下两端分别固连有端横板，所述端横板上固连有延伸腹板和抗剪栓钉，所述端横板和所述延伸腹板之间固连有加劲短肋，所述钢板剪力墙的两侧浇筑有外包混凝土。采用了上述方案后，解决了组合剪力墙竖向连接的技术问题，拓宽了组合构件的使用范围，有利于组合构件在装配式建筑结构体系中的工程运用，方便实现组合构件间的连接构造。
Partially-coated steel-concrete composite shear wall component
The invention relates to the field of prefabricated buildings, and discloses a partially-coated steel-concrete composite shear wall component. The partially-coated steel-concrete composite shear wall component comprises a steel plate shear wall, wherein end transverse plates are fixedly connected to the upper end and the lower end of the steel plate shear wall respectively, extending webs and shear-resistant studs are fixedly connected to the end transverse plates, stiffening short ribs are fixedly connected between the end transverse plates and the extending webs, and outer-coated concrete is poured on the two sides of the steel plate shear wall. By the adoption of the scheme, the technical problem of vertical connection of the composite shear wall is solved, the application range of the composite component is widened, engineering application of the composite component in a prefabricated building structure system is facilitated, and the connecting structure between the composite components is conveniently achieved.
本发明涉及装配式建筑领域，公开了一种部分包覆钢‑混凝土组合剪力墙构件，包括钢板剪力墙，所述钢板剪力墙的上下两端分别固连有端横板，所述端横板上固连有延伸腹板和抗剪栓钉，所述端横板和所述延伸腹板之间固连有加劲短肋，所述钢板剪力墙的两侧浇筑有外包混凝土。采用了上述方案后，解决了组合剪力墙竖向连接的技术问题，拓宽了组合构件的使用范围，有利于组合构件在装配式建筑结构体系中的工程运用，方便实现组合构件间的连接构造。
Partially-coated steel-concrete composite shear wall component
一种部分包覆钢-混凝土组合剪力墙构件
ZHU HAOCHUAN (Autor:in) / XIAO ZHIBIN (Autor:in) / SHAO JIANWEN (Autor:in)
25.05.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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