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Partially prefabricated cavity shear wall mixed structure, construction method and application
The invention discloses a partially prefabricated cavity shear wall mixed structure and a construction method and application thereof. Comprising a prefabricated concrete shear wall piece, the prefabricated concrete shear wall piece is prefabricated by prefabricated concrete, I-shaped steel I vertically penetrating through the upper end and the lower end of the prefabricated concrete shear wall piece is arranged at the two ends of the prefabricated concrete shear wall piece in the height direction, and two square steel pipes are arranged in the middle of the prefabricated concrete shear wall piece in a penetrating mode; a first cavity and a second cavity are formed in the prefabricated concrete shear wall piece. I-shaped steel I is arranged in the cavity I in the height direction, a square steel pipe is arranged in the cavity II in the height direction, concrete is cast in place in the cavity I, and grouting materials are filled in the square steel pipe. The lap joint process of the steel bars is greatly simplified; and the horizontal connection effect is enhanced.
本发明公开了一种部分预制空腔剪力墙混合结构及施工方法及应用;包括预制混凝土剪力墙片,预制混凝土剪力墙片由预制混凝土预制而成,沿高度方向,预制混凝土剪力墙片的两端设置有竖直贯穿预制混凝土剪力墙片上下端的工字型钢一,预制混凝土剪力墙片的中间贯穿设置有两个方钢管,预制混凝土剪力墙片中布置有空腔一和空腔二;所述空腔一中沿高度方向置入工字型钢一,空腔二中沿高度方向置入方钢管,空腔一中现浇混凝土,方钢管中填充灌浆料。本发明大大简化钢筋的搭接过程;增强水平连接作用。
Partially prefabricated cavity shear wall mixed structure, construction method and application
The invention discloses a partially prefabricated cavity shear wall mixed structure and a construction method and application thereof. Comprising a prefabricated concrete shear wall piece, the prefabricated concrete shear wall piece is prefabricated by prefabricated concrete, I-shaped steel I vertically penetrating through the upper end and the lower end of the prefabricated concrete shear wall piece is arranged at the two ends of the prefabricated concrete shear wall piece in the height direction, and two square steel pipes are arranged in the middle of the prefabricated concrete shear wall piece in a penetrating mode; a first cavity and a second cavity are formed in the prefabricated concrete shear wall piece. I-shaped steel I is arranged in the cavity I in the height direction, a square steel pipe is arranged in the cavity II in the height direction, concrete is cast in place in the cavity I, and grouting materials are filled in the square steel pipe. The lap joint process of the steel bars is greatly simplified; and the horizontal connection effect is enhanced.
本发明公开了一种部分预制空腔剪力墙混合结构及施工方法及应用;包括预制混凝土剪力墙片,预制混凝土剪力墙片由预制混凝土预制而成,沿高度方向,预制混凝土剪力墙片的两端设置有竖直贯穿预制混凝土剪力墙片上下端的工字型钢一,预制混凝土剪力墙片的中间贯穿设置有两个方钢管,预制混凝土剪力墙片中布置有空腔一和空腔二;所述空腔一中沿高度方向置入工字型钢一,空腔二中沿高度方向置入方钢管,空腔一中现浇混凝土,方钢管中填充灌浆料。本发明大大简化钢筋的搭接过程;增强水平连接作用。
Partially prefabricated cavity shear wall mixed structure, construction method and application
一种部分预制空腔剪力墙混合结构及施工方法及应用
YU YUNLONG (author) / TAN BIN (author) / XUE YICONG (author) / XIE QIANG (author) / ZHANG XU (author)
2023-12-01
Patent
Electronic Resource
Chinese
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