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Steel rib confined concrete column and beam connection node structure and construction method thereof
A steel rib confined concrete column and beam connecting joint structure comprises a steel rib confined concrete column and a structural beam. The steel rib confined concrete column comprises longitudinal steel ribs, concrete, external ribs, anti-shearing pieces and flange restraining pieces. The longitudinal steel rib comprises a steel rib web and a steel rib flange; the concrete comprises inner concrete and outer concrete; the flange restraining pieces are arranged at intervals along the ends of the steel rib flanges. The external ribs are positioned on the outer sides of the longitudinal steel ribs and the flange constraint pieces; horizontal steel connecting pieces are arranged at the positions corresponding to the structural beams, and each transverse steel connecting piece comprises a transverse steel connecting piece flange and a transverse steel connecting piece web; the transverse steel connecting pieces are located on the outer sides of the steel rib flanges and fixedly connected with the steel rib flanges. The flanges of the steel connecting pieces are lower than the tops of the longitudinal steel ribs; the structural beams and the longitudinal steel ribs are connected into a whole.
一种钢骨约束混凝土柱与梁连接节点结构，包括有钢骨约束混凝土柱和结构梁；所述钢骨约束混凝土柱包括有纵向钢骨、混凝土、外加筋、抗剪件、翼缘约束件；所述纵向钢骨包括有钢骨腹板和钢骨翼缘；所述混凝土包括内混凝土和外混凝土；所述翼缘约束件沿着钢骨翼缘端部间隔布置；所述外加筋位于纵向钢骨和翼缘约束件的外侧；对应结构梁的位置处设置有水平的钢连接件，所述横向钢连接件包括有横向钢连接件翼缘和横向钢连接件腹板；所述横向钢连接件位于钢骨翼缘的外侧，与钢骨翼缘固定连接；所述钢连接件翼缘低于纵向钢骨的顶部；所述结构梁与纵向钢骨连接为一体。
Steel rib confined concrete column and beam connection node structure and construction method thereof
A steel rib confined concrete column and beam connecting joint structure comprises a steel rib confined concrete column and a structural beam. The steel rib confined concrete column comprises longitudinal steel ribs, concrete, external ribs, anti-shearing pieces and flange restraining pieces. The longitudinal steel rib comprises a steel rib web and a steel rib flange; the concrete comprises inner concrete and outer concrete; the flange restraining pieces are arranged at intervals along the ends of the steel rib flanges. The external ribs are positioned on the outer sides of the longitudinal steel ribs and the flange constraint pieces; horizontal steel connecting pieces are arranged at the positions corresponding to the structural beams, and each transverse steel connecting piece comprises a transverse steel connecting piece flange and a transverse steel connecting piece web; the transverse steel connecting pieces are located on the outer sides of the steel rib flanges and fixedly connected with the steel rib flanges. The flanges of the steel connecting pieces are lower than the tops of the longitudinal steel ribs; the structural beams and the longitudinal steel ribs are connected into a whole.
一种钢骨约束混凝土柱与梁连接节点结构，包括有钢骨约束混凝土柱和结构梁；所述钢骨约束混凝土柱包括有纵向钢骨、混凝土、外加筋、抗剪件、翼缘约束件；所述纵向钢骨包括有钢骨腹板和钢骨翼缘；所述混凝土包括内混凝土和外混凝土；所述翼缘约束件沿着钢骨翼缘端部间隔布置；所述外加筋位于纵向钢骨和翼缘约束件的外侧；对应结构梁的位置处设置有水平的钢连接件，所述横向钢连接件包括有横向钢连接件翼缘和横向钢连接件腹板；所述横向钢连接件位于钢骨翼缘的外侧，与钢骨翼缘固定连接；所述钢连接件翼缘低于纵向钢骨的顶部；所述结构梁与纵向钢骨连接为一体。
Steel rib confined concrete column and beam connection node structure and construction method thereof
钢骨约束混凝土柱与梁连接节点结构及其施工方法
YAO PANFENG (author)
2023-01-06
Patent
Electronic Resource
Chinese
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