研究薄壁型钢-轻质混凝土组合剪力墙的承压性能,旨在充分发挥这两种材料的优势,提高剪力墙结构的整体性能。利用薄壁型钢轻质混凝土两种材料制备组合剪力墙构件,并分别采用腹板拼接、高强螺杆对拉连接和L件连接3种装配方式完成材料试件...研究薄壁型钢-轻质混凝土组合剪力墙的承压性能,旨在充分发挥这两种材料的优势,提高剪力墙结构的整体性能。利用薄壁型钢轻质混凝土两种材料制备组合剪力墙构件,并分别采用腹板拼接、高强螺杆对拉连接和L件连接3种装配方式完成材料试件设计,得到3种类型试件(J-1、J-2、J-3)。并通过冷弯薄壁型钢骨架和轻质混凝土填充增强墙体的承载能力和稳定性。对每一试件的承压性能进行测试,试验结果表明:在3种试件中,J-3试件的承压性能最优,其峰值荷载最高可达到344.63 k N,且在开裂点荷载方面同样表现出较高的承压能力,其次是J-2试件,而J-1试件的承压性能相对较差;同时其刚度退化幅度较小,耗能能力较强,在不同荷载等级下均能够保持较小的侧向变形情况。因此,L件这一材料连接方式在提高装配式建筑薄壁型钢-轻质混凝土组合剪力墙的承压性能方面具有一定优势。展开更多
Shear test results for a composite wall panel in a light composite structure system are compared with test results for shear walls in Japan.The analysis results show that this kind of composite wall panel works very w...Shear test results for a composite wall panel in a light composite structure system are compared with test results for shear walls in Japan.The analysis results show that this kind of composite wall panel works very well,and can be regarded as a solid panel.The composite wall panel with a hidden frame is essential for bringing its effect on shear resistance into full play.Comprehensive analysis of the shear-resistant behavior of the composite wall panel suggests that the shear of the composite shear wall panel can be controlled by the cracking strength of the web shearing diagonal crack.展开更多
文摘研究薄壁型钢-轻质混凝土组合剪力墙的承压性能,旨在充分发挥这两种材料的优势,提高剪力墙结构的整体性能。利用薄壁型钢轻质混凝土两种材料制备组合剪力墙构件,并分别采用腹板拼接、高强螺杆对拉连接和L件连接3种装配方式完成材料试件设计,得到3种类型试件(J-1、J-2、J-3)。并通过冷弯薄壁型钢骨架和轻质混凝土填充增强墙体的承载能力和稳定性。对每一试件的承压性能进行测试,试验结果表明:在3种试件中,J-3试件的承压性能最优,其峰值荷载最高可达到344.63 k N,且在开裂点荷载方面同样表现出较高的承压能力,其次是J-2试件,而J-1试件的承压性能相对较差;同时其刚度退化幅度较小,耗能能力较强,在不同荷载等级下均能够保持较小的侧向变形情况。因此,L件这一材料连接方式在提高装配式建筑薄壁型钢-轻质混凝土组合剪力墙的承压性能方面具有一定优势。
基金Project(50948036)supported by the National Natural Science Foundation of ChinaProject(2012H0028)supported by Key Scientific and Technological Planning Project of Fujian Province,China+2 种基金Projects(2013J01192,2013J01196)supported by Natural Science Foundation Planning Project of Fujian Province,ChinaProject(2013Z37)supported by Key Scientific and Technological Planning Project of Quanzhou City,ChinaProject(2014KJTD05)supported by Program for Scientific and Technological Innovation Team and Leading Talent of Huaqiao University,China
文摘Shear test results for a composite wall panel in a light composite structure system are compared with test results for shear walls in Japan.The analysis results show that this kind of composite wall panel works very well,and can be regarded as a solid panel.The composite wall panel with a hidden frame is essential for bringing its effect on shear resistance into full play.Comprehensive analysis of the shear-resistant behavior of the composite wall panel suggests that the shear of the composite shear wall panel can be controlled by the cracking strength of the web shearing diagonal crack.
