Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated prefabricated superposed beam connecting structure and construction method thereof
The invention provides a fabricated prefabricated superposed beam connecting structure and a construction method thereof. The fabricated prefabricated superposed beam connecting structure comprises acast-in-place beam column and a splicing beam, the cast-in-place beam column comprises a column body and a cross beam, the cross beam is connected with the splicing beam through a connecting device, the connecting device comprises an upper connecting steel bar, a lower connecting steel bar, an upper splicing steel bar, a lower splicing steel bar and a connecting piece, the end part of the extending part of the lower connecting steel bar is bent upwards, the end part of the extending part of the lower splicing steel bar is bent upwards, the connecting piece is arranged between the overlapped section of the upper connecting steel bar and the upper splicing steel bar and the overlapped section of the lower connecting steel bar and the lower splicing steel bar, the connecting piece comprises afront side plate, a rear side plate and a connecting plate, the front side plate and the rear side plate are arranged in parallel, and the connecting plate is connected between the front side plate and the rear side plate. The technical problem that the connection strength and integrity between the cast-in-place beam column and the spliced beam are poor can be solved.
本发明提供一种装配式预制叠合梁连接结构及其施工方法，包括现浇梁柱和拼接梁，所述现浇梁柱包括柱体和横梁，所述横梁与所述拼接梁之间通过连接装置连接，所述连接装置包括上部连接钢筋、下部连接钢筋、上部拼接钢筋、下部拼接钢筋以及连接件，所述下部连接钢筋的伸出部分的端头部向上弯折，所述下部拼接钢筋的伸出部分的端头部向上弯折，所述连接件设于所述上部连接钢筋与所述上部拼接钢筋的重合段与所述下部连接钢筋与所述下部拼接钢筋的重合段之间，所述连接件包括前侧板、后侧板以及连接板，所述前侧板与所述后侧板互相平行设置，所述连接板连接于所述前侧板与所述后侧板之间。可以解决现浇梁柱和拼接梁之间的连接强度及整体性差的技术问题。
Fabricated prefabricated superposed beam connecting structure and construction method thereof
The invention provides a fabricated prefabricated superposed beam connecting structure and a construction method thereof. The fabricated prefabricated superposed beam connecting structure comprises acast-in-place beam column and a splicing beam, the cast-in-place beam column comprises a column body and a cross beam, the cross beam is connected with the splicing beam through a connecting device, the connecting device comprises an upper connecting steel bar, a lower connecting steel bar, an upper splicing steel bar, a lower splicing steel bar and a connecting piece, the end part of the extending part of the lower connecting steel bar is bent upwards, the end part of the extending part of the lower splicing steel bar is bent upwards, the connecting piece is arranged between the overlapped section of the upper connecting steel bar and the upper splicing steel bar and the overlapped section of the lower connecting steel bar and the lower splicing steel bar, the connecting piece comprises afront side plate, a rear side plate and a connecting plate, the front side plate and the rear side plate are arranged in parallel, and the connecting plate is connected between the front side plate and the rear side plate. The technical problem that the connection strength and integrity between the cast-in-place beam column and the spliced beam are poor can be solved.
本发明提供一种装配式预制叠合梁连接结构及其施工方法，包括现浇梁柱和拼接梁，所述现浇梁柱包括柱体和横梁，所述横梁与所述拼接梁之间通过连接装置连接，所述连接装置包括上部连接钢筋、下部连接钢筋、上部拼接钢筋、下部拼接钢筋以及连接件，所述下部连接钢筋的伸出部分的端头部向上弯折，所述下部拼接钢筋的伸出部分的端头部向上弯折，所述连接件设于所述上部连接钢筋与所述上部拼接钢筋的重合段与所述下部连接钢筋与所述下部拼接钢筋的重合段之间，所述连接件包括前侧板、后侧板以及连接板，所述前侧板与所述后侧板互相平行设置，所述连接板连接于所述前侧板与所述后侧板之间。可以解决现浇梁柱和拼接梁之间的连接强度及整体性差的技术问题。
Fabricated prefabricated superposed beam connecting structure and construction method thereof
一种装配式预制叠合梁连接结构及其施工方法
WANG TONGKUAI (Autor:in) / MENG MAOZHEN (Autor:in)
02.04.2021
Patent
Elektronische Ressource
Chinesisch
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