Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated assembly type honeycomb steel reinforced concrete composite shear wall and construction method
The invention belongs to the technical field of buildings, and discloses a prefabricated assembly type honeycomb steel reinforced concrete composite shear wall and a construction method.The prefabricated assembly type honeycomb steel reinforced concrete composite shear wall comprises a shear wall body composed of a reinforcing mesh and concrete and multiple pieces of honeycomb steel arranged in the wall column direction of the shear wall body at equal intervals; wherein cross spiral stirrup nets are wound on the peripheral surfaces of the honeycomb section steel at the two ends, a bracket steel reinforcement framework is arranged in the middle of the shear wall body in the horizontal direction, the bracket steel reinforcement framework is composed of bent steel bars and rectangular stirrups, the bent steel bars are sleeved with the rectangular stirrups, and the rectangular stirrups are arranged above the bracket steel reinforcement framework. A plurality of pieces of short-limb profile steel are arranged in one-to-one correspondence with each piece of honeycomb profile steel and are connected with flanges of the honeycomb profile steel through groove welding seams. According to the scheme, the overall stress performance of the shear wall is improved, the wall body is conveniently connected with a beam and a plate, the corrosion resistance and durability of the structure are improved, and the shear wall is efficient, convenient and good in social benefit.
本发明属于建筑技术领域，公开了一种预制装配式蜂窝型钢混凝土组合剪力墙及施工方法，包括由钢筋网和混凝土构成的剪力墙墙体、沿剪力墙墙体的墙肢方向等间距布置的多个蜂窝型钢；其中两端的蜂窝型钢的外周表面缠绕设置有交叉螺旋箍筋网，剪力墙墙体的中部沿水平方向设置有牛腿钢筋骨架，所述牛腿钢筋骨架由弯折钢筋和矩形箍筋组成，矩形箍筋套接在弯折钢筋上，牛腿钢筋骨架的上方，与每个蜂窝型钢一一对应设置有多个短肢型钢，与蜂窝型钢翼缘采用坡口焊缝连接。本方案提高了剪力墙整体的受力性能，便于墙体与梁、板连接，提高结构的耐腐蚀性和耐久性，高效便捷、社会效益好。
Prefabricated assembly type honeycomb steel reinforced concrete composite shear wall and construction method
The invention belongs to the technical field of buildings, and discloses a prefabricated assembly type honeycomb steel reinforced concrete composite shear wall and a construction method.The prefabricated assembly type honeycomb steel reinforced concrete composite shear wall comprises a shear wall body composed of a reinforcing mesh and concrete and multiple pieces of honeycomb steel arranged in the wall column direction of the shear wall body at equal intervals; wherein cross spiral stirrup nets are wound on the peripheral surfaces of the honeycomb section steel at the two ends, a bracket steel reinforcement framework is arranged in the middle of the shear wall body in the horizontal direction, the bracket steel reinforcement framework is composed of bent steel bars and rectangular stirrups, the bent steel bars are sleeved with the rectangular stirrups, and the rectangular stirrups are arranged above the bracket steel reinforcement framework. A plurality of pieces of short-limb profile steel are arranged in one-to-one correspondence with each piece of honeycomb profile steel and are connected with flanges of the honeycomb profile steel through groove welding seams. According to the scheme, the overall stress performance of the shear wall is improved, the wall body is conveniently connected with a beam and a plate, the corrosion resistance and durability of the structure are improved, and the shear wall is efficient, convenient and good in social benefit.
本发明属于建筑技术领域，公开了一种预制装配式蜂窝型钢混凝土组合剪力墙及施工方法，包括由钢筋网和混凝土构成的剪力墙墙体、沿剪力墙墙体的墙肢方向等间距布置的多个蜂窝型钢；其中两端的蜂窝型钢的外周表面缠绕设置有交叉螺旋箍筋网，剪力墙墙体的中部沿水平方向设置有牛腿钢筋骨架，所述牛腿钢筋骨架由弯折钢筋和矩形箍筋组成，矩形箍筋套接在弯折钢筋上，牛腿钢筋骨架的上方，与每个蜂窝型钢一一对应设置有多个短肢型钢，与蜂窝型钢翼缘采用坡口焊缝连接。本方案提高了剪力墙整体的受力性能，便于墙体与梁、板连接，提高结构的耐腐蚀性和耐久性，高效便捷、社会效益好。
Prefabricated assembly type honeycomb steel reinforced concrete composite shear wall and construction method
一种预制装配式蜂窝型钢混凝土组合剪力墙及施工方法
HU SHUANGPING (Autor:in) / ZHANG HAI (Autor:in) / YU ZHONG (Autor:in) / WANG HAIXIANG (Autor:in) / AN DONGHUI (Autor:in) / HAN JIANG (Autor:in) / LIU YANAN (Autor:in) / TIAN TONGGE (Autor:in)
31.10.2023
Patent
Elektronische Ressource
Chinesisch
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