YX30-200-1000彩钢板压型钢板产品通过了ISO9001：2000体系,了防火检测中心认可。公司以雄厚的实力，的技术，的产品，的设计，周到的服务，秉承“规模做强、产品做精”的宗旨，不仅为国内外客户提供的产品和服务，同时也为客户提供化的技术支持。压型钢板具有单位重量轻、强度高、抗震性能好、施工快速、外形美观等优点,是良好的建筑材料和构件,主要用于围护结构、楼板，也可用于其他构筑物。根据不同使用功能要求，压型钢板可压成波形、双曲波形、肋形、 V形、加劲型等。屋面和墙面常用板厚为0.4～1.6毫米；用于承重楼板或筒仓时厚度达 2～3毫米或以上。波高一般为10～200毫米不等。当不加劲时,其高厚比宜控制在200以内。当采用通长屋面板,其坡度可采用2～5％，则挠度不超过l/300(l为计算跨长)。 压型钢板因原板很薄，防腐材料的直接影响使用寿命，为了适应加工和防锈要求，涂层钢板需按有关规定。 什么是楼承板的利用率呢？楼承板的利用率即楼承板的钢材利用效率，所以我们计算公式如下：楼承板的利用率=楼承板有效覆盖宽度÷楼承板展开宽度。楼面结构钢承板的特点（3）连接程度对组合梁受弯承载能力有一定影响，随着连接程度，组合梁受弯承载能力更加接近于完全连接受弯承载能力计算值，但是这种相互关系并不是宜春市 315型楼承板（研发新板型）， YX65-185-555（全闭口型压型钢板）中图分类号)67.898 文献标识码): d x E05巾16Abstract: 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.宜春市YX30-200-1000彩钢板压型钢板YX30-200-1000彩钢板压型钢板宜春市
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