A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Superimposed integral type prefabricated shear wall edge component and mounting method
The invention discloses a superimposed integral type prefabricated shear wall edge component and a mounting method Most of existing assembled prefabricated wall components are manufactured in a solid mode with large weight, and field hoisting machinery type selection is high, so that the building cost is increased. Prefabricated wall component sleeves are high in price, and the quality of the prefabricated wall component sleeves goes wrong easily. The component is composed of a back concrete thin plate (9) and at least one face concrete thin plate (1). The back concrete thin plate and the face concrete thin plates are connected through steel bar frameworks or truss steel bars, and every two adjacent face concrete thin plates are connected through steel bar frameworks or truss steel bars. Pouring cavities (2) are formed between the back concrete thin plate and the face concrete thin plates and between every two adjacent face concrete thin plates. The method is used for the superimposed integral type prefabricated shear wall edge component and mounting thereof.
叠合整体式预制剪力墙边缘构件及安装方法。现有的装配式预制墙体构件多数采用实心做法重量大，现场吊装机械选型高，造成建筑成本上涨；预制墙体构件套筒价格较高且自身质量容易出现问题。本发明是由一块背部混凝土薄板（9）和至少一块面部混凝土薄板（1）组成，所述的背部混凝土薄板与所述的面部混凝土薄板之间和相邻两个所述的面部混凝土薄板间都通过钢筋骨架或桁架钢筋连接；所述的背部混凝土薄板与所述的面部混凝土薄板之间和相邻两个所述的面部混凝土薄板间为浇注空腔（2）。本发明用于叠合整体式预制剪力墙边缘构件及安装。
Superimposed integral type prefabricated shear wall edge component and mounting method
The invention discloses a superimposed integral type prefabricated shear wall edge component and a mounting method Most of existing assembled prefabricated wall components are manufactured in a solid mode with large weight, and field hoisting machinery type selection is high, so that the building cost is increased. Prefabricated wall component sleeves are high in price, and the quality of the prefabricated wall component sleeves goes wrong easily. The component is composed of a back concrete thin plate (9) and at least one face concrete thin plate (1). The back concrete thin plate and the face concrete thin plates are connected through steel bar frameworks or truss steel bars, and every two adjacent face concrete thin plates are connected through steel bar frameworks or truss steel bars. Pouring cavities (2) are formed between the back concrete thin plate and the face concrete thin plates and between every two adjacent face concrete thin plates. The method is used for the superimposed integral type prefabricated shear wall edge component and mounting thereof.
叠合整体式预制剪力墙边缘构件及安装方法。现有的装配式预制墙体构件多数采用实心做法重量大，现场吊装机械选型高，造成建筑成本上涨；预制墙体构件套筒价格较高且自身质量容易出现问题。本发明是由一块背部混凝土薄板（9）和至少一块面部混凝土薄板（1）组成，所述的背部混凝土薄板与所述的面部混凝土薄板之间和相邻两个所述的面部混凝土薄板间都通过钢筋骨架或桁架钢筋连接；所述的背部混凝土薄板与所述的面部混凝土薄板之间和相邻两个所述的面部混凝土薄板间为浇注空腔（2）。本发明用于叠合整体式预制剪力墙边缘构件及安装。
Superimposed integral type prefabricated shear wall edge component and mounting method
叠合整体式预制剪力墙边缘构件及安装方法
LIU WENQING (author) / ZHU YUJUN (author) / TIAN RENYUAN (author)
2021-12-17
Patent
Electronic Resource
Chinese
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