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Fabricated reinforcement cage-cast-in-place concrete shear wall construction method
According to the fabricated steel reinforcement framework-cast-in-place concrete shear wall building method, the vertical connecting joints at the ends of the vertical steel bars are connected with the steel bar wire heads reserved at the ends of the vertical connecting components through the mechanical sleeves, the connecting process and the detection method are simple and mature, and the construction quality and the installation reliability can be improved; and through cast-in-place of concrete, the integrity of the structure can be guaranteed, and meanwhile the construction quality problem caused by weak post-cast abutted seams, high construction difficulty and the like of a traditional fabricated concrete structure can be avoided.
本申请提供一种装配式钢筋骨架‑现浇混凝土剪力墙建造方法,竖向钢筋端部的竖向连接接头与竖向连接构件端部预留的钢筋丝头通过机械式套筒连接,其连接工艺和检测方法简单成熟,可提高施工质量和安装可靠性;混凝土的现场浇筑,可保证结构的整体性,同时能避免传统装配式混凝土结构后浇拼缝薄弱、施工难度大等引起的施工质量问题。
Fabricated reinforcement cage-cast-in-place concrete shear wall construction method
According to the fabricated steel reinforcement framework-cast-in-place concrete shear wall building method, the vertical connecting joints at the ends of the vertical steel bars are connected with the steel bar wire heads reserved at the ends of the vertical connecting components through the mechanical sleeves, the connecting process and the detection method are simple and mature, and the construction quality and the installation reliability can be improved; and through cast-in-place of concrete, the integrity of the structure can be guaranteed, and meanwhile the construction quality problem caused by weak post-cast abutted seams, high construction difficulty and the like of a traditional fabricated concrete structure can be avoided.
本申请提供一种装配式钢筋骨架‑现浇混凝土剪力墙建造方法,竖向钢筋端部的竖向连接接头与竖向连接构件端部预留的钢筋丝头通过机械式套筒连接,其连接工艺和检测方法简单成熟,可提高施工质量和安装可靠性;混凝土的现场浇筑,可保证结构的整体性,同时能避免传统装配式混凝土结构后浇拼缝薄弱、施工难度大等引起的施工质量问题。
Fabricated reinforcement cage-cast-in-place concrete shear wall construction method
装配式钢筋骨架-现浇混凝土剪力墙建造方法
LUO FAJIANG (Autor:in) / BAI GUOLIANG (Autor:in) / ZHANG ZHONGWEI (Autor:in) / LU HUAYONG (Autor:in) / XU GUANGXING (Autor:in) / REN LEPING (Autor:in) / TIAN YONG (Autor:in) / LI PENG (Autor:in) / ZHANG BO (Autor:in)
01.08.2023
Patent
Elektronische Ressource
Chinesisch
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