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Prefabricated lattice type steel-reinforced concrete composite shear wall
The invention relates to a prefabricated lattice type steel rib and concrete combined shear wall component which comprises lattice type steel ribs, transverse batten materials and a concrete wall completely wrapping a steel rib framework. Frame embedded columns are arranged at the two ends of the shear wall, embedded columns can also be arranged in the middle of the wall body when necessary to improve the stress performance of the wall body, vertical steel ribs are arranged between the vertical steel ribs, the frame embedded columns and the steel ribs as well as the steel ribs are connected through transverse batten materials to form an integral steel rib framework, the steel ribs are partially exposed after concrete is poured, and on-site connection is facilitated. Therefore, the prefabricated lattice type steel-reinforced concrete composite shear wall body is formed. The prefabricated building does not contain reinforcing steel bars, can overcome the defects of difficult connection in a construction site and the like in an existing prefabricated building structure system, and has the advantages of being good in mechanical property, improving the production efficiency and the like.
本发明涉及一种预制装配化格构式钢骨混凝土组合剪力墙体构件,包括格构式钢骨、横向缀材、完全包裹钢骨骨架的混凝土墙体。剪力墙两端设置边框暗柱,必要时在墙体中部也可设置暗柱,以提升墙体受力性能,其间设置竖向钢骨,边框暗柱与钢骨、钢骨与钢骨之间以横向缀材连接成整体式钢骨骨架,浇筑混凝土后钢骨部分外露,便于现场连接,即构成预制装配化格构式钢骨混凝土组合剪力墙体。本发明不含钢筋,可解决施工现场连接困难等现有装配式建筑结构体系中存在的不足,具有力学性能良好、提高生产效率等优点。
Prefabricated lattice type steel-reinforced concrete composite shear wall
The invention relates to a prefabricated lattice type steel rib and concrete combined shear wall component which comprises lattice type steel ribs, transverse batten materials and a concrete wall completely wrapping a steel rib framework. Frame embedded columns are arranged at the two ends of the shear wall, embedded columns can also be arranged in the middle of the wall body when necessary to improve the stress performance of the wall body, vertical steel ribs are arranged between the vertical steel ribs, the frame embedded columns and the steel ribs as well as the steel ribs are connected through transverse batten materials to form an integral steel rib framework, the steel ribs are partially exposed after concrete is poured, and on-site connection is facilitated. Therefore, the prefabricated lattice type steel-reinforced concrete composite shear wall body is formed. The prefabricated building does not contain reinforcing steel bars, can overcome the defects of difficult connection in a construction site and the like in an existing prefabricated building structure system, and has the advantages of being good in mechanical property, improving the production efficiency and the like.
本发明涉及一种预制装配化格构式钢骨混凝土组合剪力墙体构件,包括格构式钢骨、横向缀材、完全包裹钢骨骨架的混凝土墙体。剪力墙两端设置边框暗柱,必要时在墙体中部也可设置暗柱,以提升墙体受力性能,其间设置竖向钢骨,边框暗柱与钢骨、钢骨与钢骨之间以横向缀材连接成整体式钢骨骨架,浇筑混凝土后钢骨部分外露,便于现场连接,即构成预制装配化格构式钢骨混凝土组合剪力墙体。本发明不含钢筋,可解决施工现场连接困难等现有装配式建筑结构体系中存在的不足,具有力学性能良好、提高生产效率等优点。
Prefabricated lattice type steel-reinforced concrete composite shear wall
一种预制装配化格构式钢骨混凝土组合剪力墙体
LOU GUOBIAO (Autor:in) / ZENG HAO (Autor:in) / CHEN PIXU (Autor:in) / LI YIFAN (Autor:in) / WANG JIAWEI (Autor:in)
04.11.2022
Patent
Elektronische Ressource
Chinesisch
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