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Vertical connection structure for fabricated stiffness concrete shear walls, shear walls and construction method
The invention provides a vertical connection structure for fabricated stiffness concrete shear walls and shear walls. The vertical connection structure comprises a left connection body and a right connection body, wherein the left connection body comprises first embedded bars, a first embedded steel plate and a first connection plate; the right connection body comprises second embedded bars, a second embedded steel plate, a second connection plate and a third connection plate; and in the state that the left connection body and the right connection body are connected and fixed, the first connection plate is located between the second connection plate and the third connection plate and is welded and fixed to the second connection plate and the third connection plate, and accordingly, the twostiffness concrete shear walls are connected and fixed in the vertical direction. According to the vertical connection structure for the fabricated stiffness concrete shear walls and the shear wallsprovided by the invention, the structure is simple, materials are saved, the shear capacity is high, force transmission is reliable, construction operation is convenient and quick, positioning controlis easy to conduct, the precision is high, the universality is high, and the vertical connection structure for the fabricated stiffness concrete shear walls and the shear walls can be widely appliedto fabricated stiffness concrete structures.
本发明提供一种装配式劲性混凝土剪力墙的竖向连接结构及剪力墙,该竖向连接结构包括左连接体和右连接体,其中,左连接体包括第一预埋钢筋、第一预埋钢板、第一连接板,右连接体包括第二预埋钢筋、第二预埋钢板、第二连接板、第三连接板,在左连接体和右连接体连接固定的状态下,所述第一连接板位于第二连接板和第三连接板之间,并分别与第二连接板和第三连接板焊接固定,从而将两劲性混凝土剪力墙在竖向上连接固定。本发明提供的装配式劲性混凝土剪力墙的竖向连接结构及剪力墙,构造简单,节省材料,抗剪能力强,传力可靠;施工操作便捷、易于定位控制、精度高、通用性强,能广泛地应用于装配式劲性混凝土结构中。
Vertical connection structure for fabricated stiffness concrete shear walls, shear walls and construction method
The invention provides a vertical connection structure for fabricated stiffness concrete shear walls and shear walls. The vertical connection structure comprises a left connection body and a right connection body, wherein the left connection body comprises first embedded bars, a first embedded steel plate and a first connection plate; the right connection body comprises second embedded bars, a second embedded steel plate, a second connection plate and a third connection plate; and in the state that the left connection body and the right connection body are connected and fixed, the first connection plate is located between the second connection plate and the third connection plate and is welded and fixed to the second connection plate and the third connection plate, and accordingly, the twostiffness concrete shear walls are connected and fixed in the vertical direction. According to the vertical connection structure for the fabricated stiffness concrete shear walls and the shear wallsprovided by the invention, the structure is simple, materials are saved, the shear capacity is high, force transmission is reliable, construction operation is convenient and quick, positioning controlis easy to conduct, the precision is high, the universality is high, and the vertical connection structure for the fabricated stiffness concrete shear walls and the shear walls can be widely appliedto fabricated stiffness concrete structures.
本发明提供一种装配式劲性混凝土剪力墙的竖向连接结构及剪力墙,该竖向连接结构包括左连接体和右连接体,其中,左连接体包括第一预埋钢筋、第一预埋钢板、第一连接板,右连接体包括第二预埋钢筋、第二预埋钢板、第二连接板、第三连接板,在左连接体和右连接体连接固定的状态下,所述第一连接板位于第二连接板和第三连接板之间,并分别与第二连接板和第三连接板焊接固定,从而将两劲性混凝土剪力墙在竖向上连接固定。本发明提供的装配式劲性混凝土剪力墙的竖向连接结构及剪力墙,构造简单,节省材料,抗剪能力强,传力可靠;施工操作便捷、易于定位控制、精度高、通用性强,能广泛地应用于装配式劲性混凝土结构中。
Vertical connection structure for fabricated stiffness concrete shear walls, shear walls and construction method
装配式劲性混凝土剪力墙的竖向连接结构、剪力墙及施工方法
FU YANQING (author) / LAN TAO (author) / LI RAN (author) / QIN GUANGCHONG (author) / MEN JINJIE (author) / JU JINSAN (author)
2020-06-19
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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