Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated reinforced concrete shear wall component and assembly construction method
The invention discloses a prefabricated reinforced concrete shear wall component and an assembly construction method.The shear wall component comprises a wall body and a reinforcing mesh pre-arranged in the wall body, the top face, the left side face and the right side face of the wall body are all planes, and a plurality of grooves are formed in the top face, the left side face and the right side face; the bottom surface of the wall main body is a single inclined surface or double inclined surfaces in an inverted herringbone shape, and a plurality of convex blocks are arranged on the inclined surfaces; vertical steel bars of the reinforcing mesh extend out of the top face and the bottom face of the wall body respectively, and transverse steel bars of the reinforcing mesh extend out of the left side face and the right side face of the wall body respectively. According to the construction method, the vertical steel bars are connected before cast-in-place, the positions of the vertical steel bars cannot be shifted due to concrete pouring, and therefore the vertical steel bars on the upper layer and the lower layer are easy to align. In addition, the vertical steel bars of the upper and lower layers of shear wall components are connected through the extrusion sleeves, stress is direct and reliable, and construction quality is easy to guarantee.
本发明公开了一种预制钢筋混凝土剪力墙构件及装配施工方法，剪力墙构件包括墙主体和预设于所述墙主体内的钢筋网，墙主体的顶部面、左侧面和右侧面均为平面，在所述顶部面、左侧面和右侧面均设有若干凹槽，墙主体的底部面为单斜面或者呈倒人字形的双斜面，且在斜面上设有若干凸起块；钢筋网的竖向钢筋分别伸出墙主体的顶部面和底部面，钢筋网的横向钢筋分别伸出墙主体的左右两侧面。该施工方法现场浇筑前进行竖向钢筋的连接，竖向钢筋的位置不会因为浇筑混凝土而发生变位，因此，上下层竖向钢筋容易对位。另外，上下层剪力墙构件的竖向钢筋通过挤压套筒连接，受力直接可靠，且施工质量易保证。
Prefabricated reinforced concrete shear wall component and assembly construction method
The invention discloses a prefabricated reinforced concrete shear wall component and an assembly construction method.The shear wall component comprises a wall body and a reinforcing mesh pre-arranged in the wall body, the top face, the left side face and the right side face of the wall body are all planes, and a plurality of grooves are formed in the top face, the left side face and the right side face; the bottom surface of the wall main body is a single inclined surface or double inclined surfaces in an inverted herringbone shape, and a plurality of convex blocks are arranged on the inclined surfaces; vertical steel bars of the reinforcing mesh extend out of the top face and the bottom face of the wall body respectively, and transverse steel bars of the reinforcing mesh extend out of the left side face and the right side face of the wall body respectively. According to the construction method, the vertical steel bars are connected before cast-in-place, the positions of the vertical steel bars cannot be shifted due to concrete pouring, and therefore the vertical steel bars on the upper layer and the lower layer are easy to align. In addition, the vertical steel bars of the upper and lower layers of shear wall components are connected through the extrusion sleeves, stress is direct and reliable, and construction quality is easy to guarantee.
本发明公开了一种预制钢筋混凝土剪力墙构件及装配施工方法，剪力墙构件包括墙主体和预设于所述墙主体内的钢筋网，墙主体的顶部面、左侧面和右侧面均为平面，在所述顶部面、左侧面和右侧面均设有若干凹槽，墙主体的底部面为单斜面或者呈倒人字形的双斜面，且在斜面上设有若干凸起块；钢筋网的竖向钢筋分别伸出墙主体的顶部面和底部面，钢筋网的横向钢筋分别伸出墙主体的左右两侧面。该施工方法现场浇筑前进行竖向钢筋的连接，竖向钢筋的位置不会因为浇筑混凝土而发生变位，因此，上下层竖向钢筋容易对位。另外，上下层剪力墙构件的竖向钢筋通过挤压套筒连接，受力直接可靠，且施工质量易保证。
Prefabricated reinforced concrete shear wall component and assembly construction method
一种预制钢筋混凝土剪力墙构件及装配施工方法
ZHANG ZHENG (Autor:in) / ZHANG YANGANG (Autor:in) / HAN QINGFANG (Autor:in) / CONG SHUPING (Autor:in)
20.02.2024
Patent
Elektronische Ressource
Chinesisch
Prefabricated reinforced concrete shear wall and construction method
| Europäisches Patentamt | 2020
| Europäisches Patentamt | 2023