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A platform for research: civil engineering, architecture and urbanism
Method for vertical mechanical connection of fabricated shear walls
The invention belongs to the field of connection structures of building structures, and particularly relates to a vertical dry-process connection structure of fabricated concrete shear walls and a construction method. The method comprises the steps of firstly designing and separating components of the upper shear wall and the lower shear wall according to structural loads and a design discipline of fabricated concrete structures, determining positions of the components of the vertical connection structure of the upper shear wall and the lower shear wall, then determining diameters, intervals and positions of upper shear wall bottom vertical extended rebars and lower shear wall top vertical extended rebars, then determining relevant specifications and attributes of rigid metal box embeddedparts, including position fixing of the rigid metal box embedded parts and material and size determination of the rigid metal box embedded parts, then performing maintenance and demoulding inspectionof the components of the upper shear wall and the lower shear wall, and finally performing hoisting construction and installation. The vertical dry-process connection structure of the fabricated concrete shear walls has a simple main structure, and can realize quick connection of the upper shear wall and the lower shear wall, thereby effectively improving the construction speed, achieving environment-friendly application, and achieving a broad market prospect.
本发明属于建筑结构连接构造领域，特别是涉及一种装配式混凝土剪力墙的竖向干法连接构造及施工工法，先根据结构荷载和《装配式混凝土结构设计规程》对上层剪力墙和下层剪力墙的构件进行设计和拆分，确定出上层剪力墙和下层剪力墙竖向连接构造的构件的位置，再确定上层剪力墙底部竖向甩筋和下层剪力墙顶部竖向甩筋的直径、间距和位置；再进行刚性金属盒预埋件相关规格属性的确定，包括刚性金属盒预埋件的定位、刚性金属盒预埋件材料和尺寸的确定，再进行上层剪力墙和下层剪力墙构件的养护和脱模检查，最后进行吊装施工安装，其主体结构简单，能够实现上层剪力墙和下层剪力墙的快速连接，有效提高了施工速度，应用环境友好，市场前景广阔。
Method for vertical mechanical connection of fabricated shear walls
The invention belongs to the field of connection structures of building structures, and particularly relates to a vertical dry-process connection structure of fabricated concrete shear walls and a construction method. The method comprises the steps of firstly designing and separating components of the upper shear wall and the lower shear wall according to structural loads and a design discipline of fabricated concrete structures, determining positions of the components of the vertical connection structure of the upper shear wall and the lower shear wall, then determining diameters, intervals and positions of upper shear wall bottom vertical extended rebars and lower shear wall top vertical extended rebars, then determining relevant specifications and attributes of rigid metal box embeddedparts, including position fixing of the rigid metal box embedded parts and material and size determination of the rigid metal box embedded parts, then performing maintenance and demoulding inspectionof the components of the upper shear wall and the lower shear wall, and finally performing hoisting construction and installation. The vertical dry-process connection structure of the fabricated concrete shear walls has a simple main structure, and can realize quick connection of the upper shear wall and the lower shear wall, thereby effectively improving the construction speed, achieving environment-friendly application, and achieving a broad market prospect.
本发明属于建筑结构连接构造领域，特别是涉及一种装配式混凝土剪力墙的竖向干法连接构造及施工工法，先根据结构荷载和《装配式混凝土结构设计规程》对上层剪力墙和下层剪力墙的构件进行设计和拆分，确定出上层剪力墙和下层剪力墙竖向连接构造的构件的位置，再确定上层剪力墙底部竖向甩筋和下层剪力墙顶部竖向甩筋的直径、间距和位置；再进行刚性金属盒预埋件相关规格属性的确定，包括刚性金属盒预埋件的定位、刚性金属盒预埋件材料和尺寸的确定，再进行上层剪力墙和下层剪力墙构件的养护和脱模检查，最后进行吊装施工安装，其主体结构简单，能够实现上层剪力墙和下层剪力墙的快速连接，有效提高了施工速度，应用环境友好，市场前景广阔。
Method for vertical mechanical connection of fabricated shear walls
一种装配式剪力墙竖向机械连接的方法
WANG LEI (author) / XIN XIAOYANG (author)
2020-07-31
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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