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Mixed steel rib confined concrete column structure and construction method thereof
A mixed steel rib confined concrete column structure comprises two steel rib confined concrete columns which are connected up and down. 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, and the steel rib web is fixedly connected with the steel rib flange; the concrete comprises inner concrete and outer concrete; the outer ribs comprise outer transverse ribs and outer vertical ribs; the flange restraining pieces are arranged at intervals along the ends of the steel rib flanges, and the two ends of the flange restraining pieces are fixedly connected with the adjacent steel rib flanges correspondingly. The external ribs are positioned on the outer sides of the longitudinal steel ribs and the flange constraint pieces; the longitudinal steel ribs of the upper steel rib confined concrete column are fixedly connected with the longitudinal steel ribs of the lower steel rib confined concrete column, and the steel rib flanges and the steel rib webs are correspondingly arranged; and the outer vertical ribs of the upper steel rib confined concrete column are fixedly connected with the outer vertical ribs of the lower steel rib confined concrete column.
一种混合式钢骨约束混凝土柱结构,包括有上下连接的两个钢骨约束混凝土柱;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,钢骨腹板和钢骨翼缘固定连接;所述混凝土包括内混凝土和外混凝土;所述外加筋包括外横向筋和外竖向筋;所述翼缘约束件沿着钢骨翼缘端部间隔布置,两端分别与相邻的钢骨翼缘固定连接;所述外加筋位于纵向钢骨和翼缘约束件的外侧;上钢骨约束混凝土柱的纵向钢骨与下钢骨约束混凝土柱的纵向钢骨固定连接,钢骨翼缘和钢骨腹板对应布置;上钢骨约束混凝土柱的外竖向筋与下钢骨约束混凝土柱的外竖向筋固定连接。
Mixed steel rib confined concrete column structure and construction method thereof
A mixed steel rib confined concrete column structure comprises two steel rib confined concrete columns which are connected up and down. 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, and the steel rib web is fixedly connected with the steel rib flange; the concrete comprises inner concrete and outer concrete; the outer ribs comprise outer transverse ribs and outer vertical ribs; the flange restraining pieces are arranged at intervals along the ends of the steel rib flanges, and the two ends of the flange restraining pieces are fixedly connected with the adjacent steel rib flanges correspondingly. The external ribs are positioned on the outer sides of the longitudinal steel ribs and the flange constraint pieces; the longitudinal steel ribs of the upper steel rib confined concrete column are fixedly connected with the longitudinal steel ribs of the lower steel rib confined concrete column, and the steel rib flanges and the steel rib webs are correspondingly arranged; and the outer vertical ribs of the upper steel rib confined concrete column are fixedly connected with the outer vertical ribs of the lower steel rib confined concrete column.
一种混合式钢骨约束混凝土柱结构,包括有上下连接的两个钢骨约束混凝土柱;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,钢骨腹板和钢骨翼缘固定连接;所述混凝土包括内混凝土和外混凝土;所述外加筋包括外横向筋和外竖向筋;所述翼缘约束件沿着钢骨翼缘端部间隔布置,两端分别与相邻的钢骨翼缘固定连接;所述外加筋位于纵向钢骨和翼缘约束件的外侧;上钢骨约束混凝土柱的纵向钢骨与下钢骨约束混凝土柱的纵向钢骨固定连接,钢骨翼缘和钢骨腹板对应布置;上钢骨约束混凝土柱的外竖向筋与下钢骨约束混凝土柱的外竖向筋固定连接。
Mixed steel rib confined concrete column structure and construction method thereof
混合式钢骨约束混凝土柱结构及其施工方法
YAO PANFENG (Autor:in)
24.09.2024
Patent
Elektronische Ressource
Chinesisch
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