Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated composite shear wall system
The invention relates to a fabricated combined shear wall system which comprises an external wall panel structure, a floor slab and a steel beam. The external wall panel structure comprises a first reinforcing mesh, an external bearing steel plate and a second reinforcing mesh. The outer bearing steel plate is provided with a glass fiber reinforced plastic connecting piece and a reinforcing steel bar connecting piece, the glass fiber reinforced plastic connecting piece is arranged on the outer side of the outer bearing steel plate and connected with the first reinforcing steel bar net, and first outer leaf concrete is formed by pouring the glass fiber reinforced plastic connecting piece and the first reinforcing steel bar net. The steel bar connecting piece is located on the inner side of the outer bearing steel plate and connected with the second steel bar net, and first inner leaf concrete is formed on the steel bar connecting piece and the second steel bar net in a pouring mode, so that lateral stiffness and out-of-plane stability of the external wall panel structure and the shear wall system are improved. Mounting gaps and mounting slots are formed in the positions, corresponding to the angle steel connecting pieces and the steel beams of the floor slab, of the first inner leaf concrete, the angle steel connecting pieces and the steel beams are welded to the inner load-bearing steel plate, and the floor slab, the steel beams and the external wall panel structure are matched in the aspects of material rigidity, ductility and the like through the connecting mode.
本公开涉及一种装配式组合剪力墙体系，包括外墙板结构、楼板和钢梁；外墙板结构包括第一钢筋网、外承重钢板和第二钢筋网；外承重钢板上有玻璃钢连接件和钢筋连接件，玻璃钢连接件在外承重钢板外侧，且与第一钢筋网连接，玻璃钢连接件和第一钢筋网上浇筑形成第一外叶混凝土；钢筋连接件位于外承重钢板内侧，且与第二钢筋网连接，钢筋连接件和第二钢筋网上浇筑形成第一内叶混凝土，从而提高了外墙板结构和剪力墙体系的抗侧刚度以及平面外稳定性。且第一内叶混凝土对应楼板的角钢连接件和钢梁的位置处分别有安装间隙和安装槽位，角钢连接件、钢梁均与内承重钢板焊接，该连接方式使楼板、钢梁和外墙板结构之间在材料刚度、延性等方面得到契合。
Fabricated composite shear wall system
The invention relates to a fabricated combined shear wall system which comprises an external wall panel structure, a floor slab and a steel beam. The external wall panel structure comprises a first reinforcing mesh, an external bearing steel plate and a second reinforcing mesh. The outer bearing steel plate is provided with a glass fiber reinforced plastic connecting piece and a reinforcing steel bar connecting piece, the glass fiber reinforced plastic connecting piece is arranged on the outer side of the outer bearing steel plate and connected with the first reinforcing steel bar net, and first outer leaf concrete is formed by pouring the glass fiber reinforced plastic connecting piece and the first reinforcing steel bar net. The steel bar connecting piece is located on the inner side of the outer bearing steel plate and connected with the second steel bar net, and first inner leaf concrete is formed on the steel bar connecting piece and the second steel bar net in a pouring mode, so that lateral stiffness and out-of-plane stability of the external wall panel structure and the shear wall system are improved. Mounting gaps and mounting slots are formed in the positions, corresponding to the angle steel connecting pieces and the steel beams of the floor slab, of the first inner leaf concrete, the angle steel connecting pieces and the steel beams are welded to the inner load-bearing steel plate, and the floor slab, the steel beams and the external wall panel structure are matched in the aspects of material rigidity, ductility and the like through the connecting mode.
本公开涉及一种装配式组合剪力墙体系，包括外墙板结构、楼板和钢梁；外墙板结构包括第一钢筋网、外承重钢板和第二钢筋网；外承重钢板上有玻璃钢连接件和钢筋连接件，玻璃钢连接件在外承重钢板外侧，且与第一钢筋网连接，玻璃钢连接件和第一钢筋网上浇筑形成第一外叶混凝土；钢筋连接件位于外承重钢板内侧，且与第二钢筋网连接，钢筋连接件和第二钢筋网上浇筑形成第一内叶混凝土，从而提高了外墙板结构和剪力墙体系的抗侧刚度以及平面外稳定性。且第一内叶混凝土对应楼板的角钢连接件和钢梁的位置处分别有安装间隙和安装槽位，角钢连接件、钢梁均与内承重钢板焊接，该连接方式使楼板、钢梁和外墙板结构之间在材料刚度、延性等方面得到契合。
Fabricated composite shear wall system
装配式组合剪力墙体系
LIU XUECHUN (Autor:in) / LI BINGZE (Autor:in) / XU BIN (Autor:in) / CUI YUE (Autor:in) / CHEN XUESEN (Autor:in)
04.04.2023
Patent
Elektronische Ressource
Chinesisch