YX70-200-600开口式楼承板生产和加工闭口楼承板,开口楼承板、彩钢瓦、彩钢板、铝镁锰屋面、压型钢板,镀锌檩条,镀锌楼承板。及各种钢结构配套用品,公司拥有国内外生产流水线40条,钢产品年生产能力8万吨, 在钢结构屋面及墙体围护等新型建材领域中享有较高的度和声誉。用户遍及各地,并已出口东南亚、欧美等。普乐士钢业有着丰富的和广泛的客户群,在与众多客户的长期合作中,普乐士真切的理解客户的要求并一丝不苟的去这些要求。楼承板,材质为镀锌或镀铝锌,轻钢结构常用厚度为0.8mm,1.0mm,荷载较大的情况下也用到1.2mm。用剪力钉与钢梁连接,板中配少量钢筋,上面浇混凝土层,总厚度约在100-200mm之间。钢楼承板可兼做模板,同时参与配筋,是钢结构工业建筑中常用的楼面材料。Abstract: Static experiment of eight steel-light weight concrete composite beams with re-entrant trough profiled steel sheeting specimens were conducted to study the mechanics performance of the composite beams. Based on the experiment results, the influence of shear-span ratio and the studs' layout of the composite beams were specifically focused on. During the experimental study, the failure modes, strain developing of concrete and steel shape as well as profiled steel sheeting, the cracks type, the slippage of interface between the steel shape and composite slab, and the failure modes of the composite beams were all stud in detail. The bending bearing capacity and vertical shearing capacity of the eight composite beams were focused on and furthermore the calculation formulas of the bearing capacity of the steel-light weight concrete composite beams with re-entrant trough profiled steel sheeting were presented. Based on the experimental results, it was denoted that all the composite beams were failed in shear-bending failure mode, which was initiated by the shear failure of the composite slabs. Although the composite extent of the composite beam specimens were smaller than the required composite extent from the design code, there were not obvious slip on the interface until the load up to 80 percent of maximum load which also means the plain-section assumption were tenable before the load up to 80 percent maximum load, and the composite beam specimens showed good mechanical behior including high bearing capacity and good ductility, therefore the partialcomposite beam could be adopted and designed. Furthermore, the vibration characteristic including the vibration frequencies and damping ratios of the eight composite beams were also tested in the experiment, and the tested result showed that the damping of the composite beam specimens were smaller.’%( 压型钢板吊运时采用软吊索! 每次吊装时应检查软吊索是否有&割断现象#压型钢板搁置在钢梁上时应防止! 铺料时操作人员应系安全带! 并边铺设边固定在周边安全绳上#新余市YX70-200-600开口式楼承板YX70-200-600开口式楼承板
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