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Integrated prefabricated shear wall
The invention relates to the technical field of building construction, in particular to an integrated prefabricated shear wall which comprises a first prefabricated concrete slab and a second prefabricated concrete slab which are parallel to each other, and reinforcing mesh frames are arranged on the side walls of the opposite sides of the first prefabricated concrete slab and the second prefabricated concrete slab. The shear wall has the beneficial effects that the shear wall distribution bars and the prefabricated wall panels on the two sides are of a separated structure, the thickness of the prefabricated wall panels is 20 mm, the weight is lighter, hoisting and transportation of components are facilitated, the shear wall distribution bars and the prefabricated wall panels on the two sides are separated, and the shear wall distribution bars and the prefabricated wall panels on the two sides are separated. The shear wall distribution steel bars are arranged on the inner surfaces of the prefabricated wallboards, the upper-layer prefabricated board distribution steel bars and the lower-layer prefabricated board distribution steel bars can be connected in a lap joint mode, connection of the prefabricated wallboards and peripheral cast-in-place structural components is achieved through secondary concrete pouring, and structural safety and integrity are improved.
本发明涉及建筑施工技术领域,具体为一种一体化预制剪力墙,预制剪力墙包括相互平行的第一预制混凝土板和第二预制混凝土板,第一预制混凝土板和第二预制混凝土板相对的一侧侧壁上设置有钢筋网架,第一预制混凝土板和第二预制混凝土板相对的一侧之间留有浇筑间隙,浇筑间隙中浇筑有混凝土,间隙中设置有拉筋板,有益效果为:通过采用剪力墙分布筋与两侧预制墙板分离式构造,预制墙板厚度为20mm,重量更轻,便于构件吊装和运输,剪力墙分布钢筋布置在预制墙板内表面,上、下层预制板分布筋可进行搭接连接,并通过二次浇筑混凝土实现预制墙板与周边现浇结构构件的连接,提高了结构安全性和整体性。
Integrated prefabricated shear wall
The invention relates to the technical field of building construction, in particular to an integrated prefabricated shear wall which comprises a first prefabricated concrete slab and a second prefabricated concrete slab which are parallel to each other, and reinforcing mesh frames are arranged on the side walls of the opposite sides of the first prefabricated concrete slab and the second prefabricated concrete slab. The shear wall has the beneficial effects that the shear wall distribution bars and the prefabricated wall panels on the two sides are of a separated structure, the thickness of the prefabricated wall panels is 20 mm, the weight is lighter, hoisting and transportation of components are facilitated, the shear wall distribution bars and the prefabricated wall panels on the two sides are separated, and the shear wall distribution bars and the prefabricated wall panels on the two sides are separated. The shear wall distribution steel bars are arranged on the inner surfaces of the prefabricated wallboards, the upper-layer prefabricated board distribution steel bars and the lower-layer prefabricated board distribution steel bars can be connected in a lap joint mode, connection of the prefabricated wallboards and peripheral cast-in-place structural components is achieved through secondary concrete pouring, and structural safety and integrity are improved.
本发明涉及建筑施工技术领域,具体为一种一体化预制剪力墙,预制剪力墙包括相互平行的第一预制混凝土板和第二预制混凝土板,第一预制混凝土板和第二预制混凝土板相对的一侧侧壁上设置有钢筋网架,第一预制混凝土板和第二预制混凝土板相对的一侧之间留有浇筑间隙,浇筑间隙中浇筑有混凝土,间隙中设置有拉筋板,有益效果为:通过采用剪力墙分布筋与两侧预制墙板分离式构造,预制墙板厚度为20mm,重量更轻,便于构件吊装和运输,剪力墙分布钢筋布置在预制墙板内表面,上、下层预制板分布筋可进行搭接连接,并通过二次浇筑混凝土实现预制墙板与周边现浇结构构件的连接,提高了结构安全性和整体性。
Integrated prefabricated shear wall
一种一体化预制剪力墙
CHEN HE (author) / GAO WEIZHI (author) / WEI WEI (author) / DONG PENG (author) / ZHANG AIJUN (author) / LIU KAI (author) / FU ZHANPENG (author) / ZHANG GUOHUI (author) / BAI CONGCONG (author) / JIANG DU (author)
2024-06-11
Patent
Electronic Resource
Chinese
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