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Reinforced concrete prefabricated part and bonding steel connecting rib connecting method
The invention belongs to the technical field of prefabricated part connection, and discloses a reinforced concrete prefabricated part and a bonding steel connecting rib connecting method.The reinforced concrete prefabricated part comprises an upper prefabricated part, an upper plate cap is arranged at the bottom of the upper prefabricated part, an upper structural rib is arranged in the upper prefabricated part, and the upper structural rib extends out of the upper prefabricated part and penetrates through the upper plate cap; the top of the lower prefabricated part is also provided with a lower plate cap, the upper plate cap is connected with the lower plate cap, lower structural bars are arranged in the lower prefabricated part, and the layout of the lower structural bars is consistent with that of the upper structural bars; the sleeve is arranged in the lower prefabricated part; the lower end of the sleeve is connected with the lower constructional bar; the upper end of the sleeve is connected with the upper constructional bar; structural adhesive is arranged in the sleeve; after the constructional bars playing an important role in the prefabricated parts are connected, loads can be transmitted mutually, and it is ensured that the multiple prefabricated parts bear the loads together like an overall structure; and the connection is not influenced by the field and environment, the construction speed is high, the strength of key connection points can be ensured, and the waste of materials is avoided.
本发明属于预制件连接技术领域,公开了钢筋混凝土预制件及粘钢连筋连接方法,包括:上预制件,上预制件的底部设置有上板帽,上预制件内设置有上构造筋,上构造筋延伸出上预制件并贯穿上板帽;下预制件,下预制件的顶部同样设置有下板帽,上板帽与下板帽连接,下预制件内设置有下构造筋,下构造筋的布局与上构造筋的布局一致;设置在下预制件内的套筒;套筒的下端与下构造筋连接,套筒的上端与上构造筋连接;套筒内设置有结构胶;将预制件内部起重要作用的构造筋连接后能够相互传递荷载,确保多个预制件像整体结构一样共同承受荷载作用;在连接时不受场地和环境的影响,施工速度快,能够确保关键连接点的强度,还不会造成材料的浪费。
Reinforced concrete prefabricated part and bonding steel connecting rib connecting method
The invention belongs to the technical field of prefabricated part connection, and discloses a reinforced concrete prefabricated part and a bonding steel connecting rib connecting method.The reinforced concrete prefabricated part comprises an upper prefabricated part, an upper plate cap is arranged at the bottom of the upper prefabricated part, an upper structural rib is arranged in the upper prefabricated part, and the upper structural rib extends out of the upper prefabricated part and penetrates through the upper plate cap; the top of the lower prefabricated part is also provided with a lower plate cap, the upper plate cap is connected with the lower plate cap, lower structural bars are arranged in the lower prefabricated part, and the layout of the lower structural bars is consistent with that of the upper structural bars; the sleeve is arranged in the lower prefabricated part; the lower end of the sleeve is connected with the lower constructional bar; the upper end of the sleeve is connected with the upper constructional bar; structural adhesive is arranged in the sleeve; after the constructional bars playing an important role in the prefabricated parts are connected, loads can be transmitted mutually, and it is ensured that the multiple prefabricated parts bear the loads together like an overall structure; and the connection is not influenced by the field and environment, the construction speed is high, the strength of key connection points can be ensured, and the waste of materials is avoided.
本发明属于预制件连接技术领域,公开了钢筋混凝土预制件及粘钢连筋连接方法,包括:上预制件,上预制件的底部设置有上板帽,上预制件内设置有上构造筋,上构造筋延伸出上预制件并贯穿上板帽;下预制件,下预制件的顶部同样设置有下板帽,上板帽与下板帽连接,下预制件内设置有下构造筋,下构造筋的布局与上构造筋的布局一致;设置在下预制件内的套筒;套筒的下端与下构造筋连接,套筒的上端与上构造筋连接;套筒内设置有结构胶;将预制件内部起重要作用的构造筋连接后能够相互传递荷载,确保多个预制件像整体结构一样共同承受荷载作用;在连接时不受场地和环境的影响,施工速度快,能够确保关键连接点的强度,还不会造成材料的浪费。
Reinforced concrete prefabricated part and bonding steel connecting rib connecting method
钢筋混凝土预制件及粘钢连筋连接方法
CHENG DEDONG (Autor:in) / CHEN DONG (Autor:in) / HUO HONGBIN (Autor:in)
30.05.2023
Patent
Elektronische Ressource
Chinesisch
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