Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a groove pouring type fabricated concrete shear wall structure and a construction method. Vertical reinforcing steel bars in a prefabricated shear wall extend out from the bottom and form U-shaped lap joint reinforcing steel bars, and anchoring lap joint grooved are formed in the inner side of the top of the prefabricated shear wall. During construction, the U-shaped lap joint steel bars on the lower portion of the upper-layer prefabricated shear wall are inserted into anchoring lap joint grooves in the top of the lower-page prefabricated shear wall, and connection is completed after concrete is poured into the anchoring lap joint grooves. The invention relates to the technical field of buildings. By means of the groove pouring type fabricated concrete shear wall, the construction cost of components and the construction difficulty are reduced, the construction speed is accelerated, the engineering quality is ensured, and potential safety hazards are eliminated.
本发明公开了一种灌槽式装配式混凝土剪力墙结构及施工方法，所述预制剪力墙内的竖向立钢筋从底部伸出，并形成U型搭接钢筋，所述预制剪力墙的顶部内侧设有锚固搭接槽，施工时，将上层预制剪力墙下部的U型搭接钢筋插入下页预制剪力墙顶部的锚固搭接槽内，向锚固搭接槽内浇筑混凝土后即完成连接。本发明涉及建筑技术领域，该灌槽式装配式混凝土剪力墙，降低了构件造价和施工难度，加快了施工速度，保证了工程质量，消除了安全隐患。
The invention discloses a groove pouring type fabricated concrete shear wall structure and a construction method. Vertical reinforcing steel bars in a prefabricated shear wall extend out from the bottom and form U-shaped lap joint reinforcing steel bars, and anchoring lap joint grooved are formed in the inner side of the top of the prefabricated shear wall. During construction, the U-shaped lap joint steel bars on the lower portion of the upper-layer prefabricated shear wall are inserted into anchoring lap joint grooves in the top of the lower-page prefabricated shear wall, and connection is completed after concrete is poured into the anchoring lap joint grooves. The invention relates to the technical field of buildings. By means of the groove pouring type fabricated concrete shear wall, the construction cost of components and the construction difficulty are reduced, the construction speed is accelerated, the engineering quality is ensured, and potential safety hazards are eliminated.
本发明公开了一种灌槽式装配式混凝土剪力墙结构及施工方法，所述预制剪力墙内的竖向立钢筋从底部伸出，并形成U型搭接钢筋，所述预制剪力墙的顶部内侧设有锚固搭接槽，施工时，将上层预制剪力墙下部的U型搭接钢筋插入下页预制剪力墙顶部的锚固搭接槽内，向锚固搭接槽内浇筑混凝土后即完成连接。本发明涉及建筑技术领域，该灌槽式装配式混凝土剪力墙，降低了构件造价和施工难度，加快了施工速度，保证了工程质量，消除了安全隐患。
Groove pouring type fabricated concrete shear wall and construction method
一种灌槽式装配式混凝土剪力墙及施工方法
LIU YUTAO (Autor:in)
28.09.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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