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Prefabricated I-shaped shear wall-prefabricated floor slab system FRP sheet connecting structure and method
The invention provides a prefabricated I-shaped shear wall-prefabricated floor slab system FRP sheet connecting structure. The structure comprises prefabricated foundations, shear walls, parapet walls, floor slabs and other objects; the shear walls comprise main walls with I-shaped sections and L-shaped, T-shaped, cross-shaped and other edge components, and no rebar is exposed around; the prefabricated floor slabs are rectangular plane slabs, and no rebar is exposed around; horizontal adjacent wall connecting FRP sheets are symmetrically pasted on the two sides of two adjacent shear walls in the same plane in the vertical direction of wall seams; adjacent slab joint FRP sheets are symmetrically pasted to the upper sides and the lower sides of two adjacent floor slabs in the longitudinal direction of slab joints; the vertical connection between the shear walls is achieved through flange bolts; and the floor slabs are placed on flanges of the shear walls and are connected through slab-wall connecting FRP sheets. According to the structure, the problems that an existing prefabricated shear wall structure is low in efficiency, poor in environmental benefit, not prone to guaranteeing the connecting performance and the like in the procedures of manufacturing, transporting, hoisting, connecting and the like can be solved.
本发明提供的一种预制工字形剪力墙—预制楼板体系的FRP片材连接结构,包含预制的基础、剪力墙、女儿墙、楼板等对象。剪力墙包括工字形截面主体墙和L形、T形、十字形等边缘构件,四周均不出筋;预制楼板为矩形平面板,四周不出筋;同一平面内相邻的两片剪力墙,沿着墙缝竖向、在墙的两侧对称粘贴有水平邻墙连接FRP片材;两相邻楼板,沿着板缝纵向、在板的上、下侧对称粘贴有邻板骑缝FRP片材;剪力墙之间的竖向连接采用翼缘螺栓连接;所述楼板搁置在剪力墙翼缘上、并用板墙连接FRP片材进行连接。本发明可以解决现有预制装配式剪力墙结构在制作、运输、吊装、连接等工序中的效率低下、环境效益差、连接性能不易保证等问题。
Prefabricated I-shaped shear wall-prefabricated floor slab system FRP sheet connecting structure and method
The invention provides a prefabricated I-shaped shear wall-prefabricated floor slab system FRP sheet connecting structure. The structure comprises prefabricated foundations, shear walls, parapet walls, floor slabs and other objects; the shear walls comprise main walls with I-shaped sections and L-shaped, T-shaped, cross-shaped and other edge components, and no rebar is exposed around; the prefabricated floor slabs are rectangular plane slabs, and no rebar is exposed around; horizontal adjacent wall connecting FRP sheets are symmetrically pasted on the two sides of two adjacent shear walls in the same plane in the vertical direction of wall seams; adjacent slab joint FRP sheets are symmetrically pasted to the upper sides and the lower sides of two adjacent floor slabs in the longitudinal direction of slab joints; the vertical connection between the shear walls is achieved through flange bolts; and the floor slabs are placed on flanges of the shear walls and are connected through slab-wall connecting FRP sheets. According to the structure, the problems that an existing prefabricated shear wall structure is low in efficiency, poor in environmental benefit, not prone to guaranteeing the connecting performance and the like in the procedures of manufacturing, transporting, hoisting, connecting and the like can be solved.
本发明提供的一种预制工字形剪力墙—预制楼板体系的FRP片材连接结构,包含预制的基础、剪力墙、女儿墙、楼板等对象。剪力墙包括工字形截面主体墙和L形、T形、十字形等边缘构件,四周均不出筋;预制楼板为矩形平面板,四周不出筋;同一平面内相邻的两片剪力墙,沿着墙缝竖向、在墙的两侧对称粘贴有水平邻墙连接FRP片材;两相邻楼板,沿着板缝纵向、在板的上、下侧对称粘贴有邻板骑缝FRP片材;剪力墙之间的竖向连接采用翼缘螺栓连接;所述楼板搁置在剪力墙翼缘上、并用板墙连接FRP片材进行连接。本发明可以解决现有预制装配式剪力墙结构在制作、运输、吊装、连接等工序中的效率低下、环境效益差、连接性能不易保证等问题。
Prefabricated I-shaped shear wall-prefabricated floor slab system FRP sheet connecting structure and method
一种预制工字形剪力墙—预制楼板体系的FRP片材连接结构及方法
LI FUMIN (author) / FANG YUYU (author) / ZHAO JIE (author) / LI YANYING (author) / LIU YONGQIANG (author) / DING RUJIN (author) / LIU CHANG (author)
2020-05-15
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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