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Double-piece separation type laminated shear wall and construction method thereof
The invention relates to a double-piece separation type laminated shear wall and a construction method thereof.The double-piece separation type laminated shear wall comprises two symmetrically-arranged prefabricated wallboards, four bolt holes which are symmetrical in pairs are formed in the four corners of each prefabricated wallboard, and the same adjusting bolt is arranged in the two corresponding bolt holes in the two prefabricated wallboards; the outer wall of the adjusting bolt is sleeved with two symmetrically-arranged adjusting nuts in a threaded mode, the two adjusting nuts are located on the two sides of the two prefabricated wall plates correspondingly, a connecting assembly used for connecting the two prefabricated wall plates is arranged between the two prefabricated wall plates, and concrete is poured between the two assembled prefabricated wall plates. The problems that an existing integrally-formed concrete prefabricated shear wall is large in weight and difficult to carry and transport, a rough surface of an existing double-faced laminated slab is difficult to manufacture, a large number of factory equipment is needed in the manufacturing process, and rapid assembly is not convenient are solved.
本发明涉及一种双片分离式叠合剪力墙及其施工方法,包括对称设置的两个预制墙板,预制墙板的四角处均开设有两两对称的四个螺栓孔,两个预制墙板上对应的两个螺栓孔内部设置有同一个调节螺栓,调节螺栓的外壁螺纹套设有对称设置的两个调节螺母,两个调节螺母分别位于两个预制墙板的两侧,两个预制墙板之间设置有用于连接两个预制墙板的连接组件,装配后的两个预制墙板之间浇筑混凝土;解决现有一体成型的混凝土预制剪力墙重量大,难以搬运和运输,现有双面叠合板难以制作粗糙面且制作过程中需要的工厂设备多,不便于快速装配的问题。
Double-piece separation type laminated shear wall and construction method thereof
The invention relates to a double-piece separation type laminated shear wall and a construction method thereof.The double-piece separation type laminated shear wall comprises two symmetrically-arranged prefabricated wallboards, four bolt holes which are symmetrical in pairs are formed in the four corners of each prefabricated wallboard, and the same adjusting bolt is arranged in the two corresponding bolt holes in the two prefabricated wallboards; the outer wall of the adjusting bolt is sleeved with two symmetrically-arranged adjusting nuts in a threaded mode, the two adjusting nuts are located on the two sides of the two prefabricated wall plates correspondingly, a connecting assembly used for connecting the two prefabricated wall plates is arranged between the two prefabricated wall plates, and concrete is poured between the two assembled prefabricated wall plates. The problems that an existing integrally-formed concrete prefabricated shear wall is large in weight and difficult to carry and transport, a rough surface of an existing double-faced laminated slab is difficult to manufacture, a large number of factory equipment is needed in the manufacturing process, and rapid assembly is not convenient are solved.
本发明涉及一种双片分离式叠合剪力墙及其施工方法,包括对称设置的两个预制墙板,预制墙板的四角处均开设有两两对称的四个螺栓孔,两个预制墙板上对应的两个螺栓孔内部设置有同一个调节螺栓,调节螺栓的外壁螺纹套设有对称设置的两个调节螺母,两个调节螺母分别位于两个预制墙板的两侧,两个预制墙板之间设置有用于连接两个预制墙板的连接组件,装配后的两个预制墙板之间浇筑混凝土;解决现有一体成型的混凝土预制剪力墙重量大,难以搬运和运输,现有双面叠合板难以制作粗糙面且制作过程中需要的工厂设备多,不便于快速装配的问题。
Double-piece separation type laminated shear wall and construction method thereof
一种双片分离式叠合剪力墙及其施工方法
BAI JIULIN (author) / DENG ZIHAO (author) / CHEN HUIMING (author) / YANG JINGWEI (author) / JIN SHUANGSHUANG (author) / HU SHAOWEI (author)
2022-07-08
Patent
Electronic Resource
Chinese
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