新型梁柱-钢管混凝土板柱混合结构试验研究

Performance of a New Beam-Column and Concrete-filled Steel Tubular Column-Flat Plate Composite Structure

新型梁柱-钢管混凝土板柱混合结构的特点是钢管混凝土柱-板节点处只承担竖向荷载,不出现或者出现较小的不平衡弯矩,同时提高节点抗侧移能力,避免地震时楼板发生冲切破坏,水平荷载则全部由抗震墙和梁柱框架承担.通过1个1/2比例钢筋混凝土梁柱-钢管混凝土柱无梁楼盖异型板(跨数少于3跨)结构模型试验,研究其在受竖向均布荷载和水平荷载作用下结构的受力性能.试验结果表明,楼盖系统的竖向承载力超出设计荷载的2倍以上,具有较高的安全储备;在重力荷载产生的剪力与板抗冲切承载力的比值(gravity shear ratio,GSR)超过0.8时,弹塑性层间位移角限值不小于2.25%,满足中国《建筑抗震设计规范》(GB50011—2010)中大震下结构侧移的要求,优于普通的无梁楼盖系统.

The new beam-column and concrete-filled steel tubular column-flat plate composite structure is characterized by the joint with dedicated connection device （hinged connection） between steel columns and concrete slab. The nodes bear only vertical loads while the horizontal loads are born by the shear wall and beam-column frame, and the unbalanced moment in the joint should be very small even naught to avoid the punching damage of slab when an earthquake occurs. The new structure is different from the general frame-shear wall or slab-column structure, therefore the experiment should be implemented to study the performance of the floor system. Through a model test of concrete filled steel tubular （CFST） column-flat plate structure （inter-cross with less than 3） with 1/2-scale, the mechanical performance should be studied under vertical uniform and horizontal loads. Results show that the bearing capacity of the floor system with high security reserves is 2 times higher than the vertical design load; the relative displacement of the joint can achieve 2.25% of storey height that is two times more of a frame structure＇s story drift limit in Code for Seismic Design of Building Structure before the specimens were destroyed even in high ratio of shearing force from the weight of superstructure and punching shear capacity of slabs （gravity shear ratio, GSR 〉 0. 8）. The seismic behavior exceeds ordinary flat floor slab.