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首页> 外文期刊>Ceramic Engineering and Science Proceedings >USE OF GLASS-CERAMIC COATINGS CONTAINING WATER-REACTIVE COMPONENTS AS A BONDING LAYER BETWEEN CONCRETE AND METAL
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USE OF GLASS-CERAMIC COATINGS CONTAINING WATER-REACTIVE COMPONENTS AS A BONDING LAYER BETWEEN CONCRETE AND METAL

机译:包含水溶性成分的玻璃陶瓷涂料作为混凝土和金属之间的粘结层

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摘要

Vitreous enamels that were designed to bond tightly to metals can be combined with high-melting-point water-reactive silicate- and aluminate-based ceramics to form a bonding layer between a reinforcing metal and an inorganic cement, such as portland or calcium aluminate cement. Vitreous enamels can bond to a variety of metal surfaces, and a variety of water-reactive ceramics also bond tightly to vitreous enamel. The bond strength from steel to enamel is on the order of 35 MPa. The tensile strength of concrete is typically 10% of the compressive strength. The steel-to-enamel bond is over eight times the tensile strength of structural concrete (compressive strength = 40 MPa). The elevated water content of concrete at the metal surface lowers the bond strength into the range of 2.2 to 2.7 MPa thereby making the interface the weakest bond. Pull-out tests were used to demonstrate that using bonding enamel could produce a 4-fold increase in bond strength and make the interfacial bond strength exceed the tensile strength of the concrete. Using a bonding enamel allows the tensile strength at the interface to match the ultimate tensile strength of the concrete. Tests conducted with composite beams demonstrated an increase in strength in experimental beams made with coated versus uncoated steel tubes was observed after 7 days of curing. In sample beams cured for 28 days, the ultimate loading on the coated beams was increased by over 30% on average. The bonding enamel interfaces allows us to take advantage of the new generation of very-high strength concretes in new concrete-steel composites.
机译:设计成与金属紧密结合的玻璃搪瓷可以与高熔点水反应性硅酸盐和铝酸盐基陶瓷结合使用,从而在增强金属和无机水泥(例如波特兰或铝酸钙水泥)之间形成粘结层。玻璃搪瓷可以粘结到各种金属表面,并且各种水反应性陶瓷也可以牢固地粘结到玻璃搪瓷。从钢到搪瓷的粘结强度约为35 MPa。混凝土的抗拉强度通常为抗压强度的10%。钢与釉的结合力是结构混凝土抗拉强度的八倍以上(抗压强度= 40 MPa)。混凝土在金属表面含水量的增加将粘结强度降低到2.2到2.7 MPa,从而使界面成为最弱的粘结层。拉拔试验用于证明使用粘结瓷釉可以使粘结强度提高4倍,并使界面粘结强度超过混凝土的抗拉强度。使用粘结搪瓷可以使界面处的抗拉强度与混凝土的极限抗拉强度相匹配。用复合梁进行的测试表明,固化7天后,观察到用涂层钢管与未涂层钢管制成的实验梁的强度有所提高。在固化28天的样品梁中,涂层梁的最终载荷平均增加了30%以上。粘结瓷釉界面使我们能够在新型混凝土-钢复合材料中利用新一代超高强度混凝土。

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