Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated concrete wall, fabricated building and construction method
The invention discloses a prefabricated concrete wall, a fabricated building and a construction method. A prefabricated formwork is arranged at the top of the prefabricated concrete wall body, a connecting groove is formed in the prefabricated formwork, a protruding anchoring block is arranged at the bottom of the prefabricated formwork, two rows of vertical steel bars are arranged in the prefabricated concrete wall body, and each row of vertical steel bars comprises a first vertical steel bar and a second vertical steel bar which are arranged at intervals. The tops of the first vertical steel bars extend out of the connecting grooves, and the bottoms of the second vertical steel bars extend out of the bottom of the prefabricated concrete wall. A floor slab connecting end is arranged on the side portion of the prefabricated concrete wall body, and a plurality of horizontal steel bars are arranged in the floor slab connecting end. According to the prefabricated concrete wall body, a sleeve does not need to be pre-buried, the working procedures of pre-burying the sleeve and grouting the sleeve are avoided, and the assembling efficiency of the prefabricated concrete wall body can be improved. According to the prefabricated assembly type building and the construction method, a non-sleeve splicing mode is adopted, the splicing difficulty of the prefabricated parts is greatly reduced, and the construction efficiency is improved.
本发明公开了一种预制混凝土墙体、装配式建筑及施工方法。该预制混凝土墙体顶部设置有预制模壳,预制模壳内部形成连接槽,底部设置有凸出的锚固块,所述预制混凝土墙体内设置有两排竖向钢筋,每一排竖向钢筋均包括间隔设置的第一竖向钢筋和第二竖向钢筋,第一竖向钢筋顶部从连接槽内伸出,第二竖向钢筋底部从预制混凝土墙体底部伸出;所述预制混凝土墙体侧部设置有楼板连接端头,所述楼板连接端头内设置有若干水平钢筋。所述预制混凝土墙体无需预埋套筒,避免了预埋套筒、套筒灌浆的工序,能够提高预制混凝土墙体的拼装效率。该预制装配式建筑及施工方法,采用非套筒的拼接形式,大大降低了预制构件的拼接难度,提高了施工效率。
Prefabricated concrete wall, fabricated building and construction method
The invention discloses a prefabricated concrete wall, a fabricated building and a construction method. A prefabricated formwork is arranged at the top of the prefabricated concrete wall body, a connecting groove is formed in the prefabricated formwork, a protruding anchoring block is arranged at the bottom of the prefabricated formwork, two rows of vertical steel bars are arranged in the prefabricated concrete wall body, and each row of vertical steel bars comprises a first vertical steel bar and a second vertical steel bar which are arranged at intervals. The tops of the first vertical steel bars extend out of the connecting grooves, and the bottoms of the second vertical steel bars extend out of the bottom of the prefabricated concrete wall. A floor slab connecting end is arranged on the side portion of the prefabricated concrete wall body, and a plurality of horizontal steel bars are arranged in the floor slab connecting end. According to the prefabricated concrete wall body, a sleeve does not need to be pre-buried, the working procedures of pre-burying the sleeve and grouting the sleeve are avoided, and the assembling efficiency of the prefabricated concrete wall body can be improved. According to the prefabricated assembly type building and the construction method, a non-sleeve splicing mode is adopted, the splicing difficulty of the prefabricated parts is greatly reduced, and the construction efficiency is improved.
本发明公开了一种预制混凝土墙体、装配式建筑及施工方法。该预制混凝土墙体顶部设置有预制模壳,预制模壳内部形成连接槽,底部设置有凸出的锚固块,所述预制混凝土墙体内设置有两排竖向钢筋,每一排竖向钢筋均包括间隔设置的第一竖向钢筋和第二竖向钢筋,第一竖向钢筋顶部从连接槽内伸出,第二竖向钢筋底部从预制混凝土墙体底部伸出;所述预制混凝土墙体侧部设置有楼板连接端头,所述楼板连接端头内设置有若干水平钢筋。所述预制混凝土墙体无需预埋套筒,避免了预埋套筒、套筒灌浆的工序,能够提高预制混凝土墙体的拼装效率。该预制装配式建筑及施工方法,采用非套筒的拼接形式,大大降低了预制构件的拼接难度,提高了施工效率。
Prefabricated concrete wall, fabricated building and construction method
预制混凝土墙体、装配式建筑及施工方法
YANG LEI (Autor:in) / PAN FENG (Autor:in) / XU DAWEI (Autor:in) / GONG FENGFENG (Autor:in) / FAN WEN (Autor:in) / SHEN QIANHAO (Autor:in) / YUAN LONGFEI (Autor:in) / WANG ZHIWEN (Autor:in) / XIE HUI (Autor:in)
08.09.2023
Patent
Elektronische Ressource
Chinesisch
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