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Analysis of the Effects of Aggressive Environments Simulating Municipal Sewage on Recycled Concretes Based on Selected Ceramic Waste

机译:基于选定陶瓷废料的恶劣环境模拟城市污水对再生混凝土的影响分析

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摘要

This paper presents the results of research aimed at finding the possible ways of disposing of ceramic waste material, focusing mainly on the possibility of using it as aggregates in concretes exposed to an aggressive chemical environment (municipal sewage). The research part presents the preparation method and investigation of waste ceramic aggregates (red, glazed and sanitary ceramic aggregates). A suitable ratio of coarse to fine aggregates was selected, and their density, absorptivity and crushing strength were examined. All examined aggregates were also subjected to SEM analysis. Red ceramic aggregate is characterized by a greater degree of crushing compared to glazed and sanitary ceramic aggregate, by 205.7% and 439.4%, respectively. Another part of the research was to compare the properties of concrete with traditional aggregate (gravel, basalt) and with ceramic waste aggregate. The tested parameters included consistency, apparent density, absorptivity, flexural and compressive strengths of concretes. The study proved that the absorptivity of recycled composites is higher than that of traditional composites by 20.8–24.7%. The concrete based on sanitary ceramic waste has the highest strength parameters. Its compressive strength is higher by 10.5% and flexural strength by 5.9% compared with the basalt aggregate concrete. The compressive strength of sanitary ceramics concrete is higher by 42% and by 59% compared with concrete based on glazed ceramic and red ceramic aggregate, respectively. The last part of the research was to examine the resistance of concrete to aggressive environment. The scope of the work included the preparation of the research environment in the form of solutions with an increased concentration of aggressive agents (hydronium, sulfate, magnesium, ammonium ions). Among the concretes with ceramic aggregate, the highest decrease in the compressive strength was demonstrated by the concrete based on red ceramics (128.2%), while the smallest was demonstrated by the concrete based on sanitary ceramics (aggregate from sanitary ceramics (15.4%). The mass loss at different time intervals and compressive strength loss of samples stored in solutions were tested. The smallest weight loss caused by aggressive environment attack was recorded in the concrete based on ceramic sanitary and glazed aggregate (20.2% and 34.5%, respectively, after 120 days of aggressive environment).
机译:本文介绍了旨在寻找处置陶瓷废料的可能方法的研究结果,主要侧重于将其用作暴露于侵蚀性化学环境(市政污水)的混凝土中的骨料的可能性。研究部分介绍了废弃陶瓷骨料(红色,釉面和卫生陶瓷骨料)的制备方法和研究。选择合适的粗骨料与细骨料的比例,并检查其密度,吸收率和抗碎强度。所有检查的聚集体也进行SEM分析。与釉面和卫生陶瓷集料相比,红色陶瓷集料的压碎度更高,分别为205.7%和439.4%。研究的另一部分是比较混凝土与传统骨料(砾石,玄武岩)和陶瓷废骨料的性能。测试的参数包括混凝土的稠度,表观密度,吸收率,弯曲强度和抗压强度。研究证明,再生复合材料的吸收率比传统复合材料高20.8–24.7%。基于卫生陶瓷废料的混凝土具有最高的强度参数。与玄武岩骨料混凝土相比,其抗压强度高10.5%,抗弯强度高5.9%。与基于釉面陶瓷和红色陶瓷骨料的混凝土相比,卫生陶瓷混凝土的抗压强度分别提高42%和59%。研究的最后一部分是研究混凝土对侵蚀性环境的抵抗力。工作范围包括以溶液的形式制备研究环境,其中溶液的浓度应增加侵蚀剂(水合氢离子,硫酸根,镁离子,铵离子)的浓度。在具有陶瓷骨料的混凝土中,抗压强度下降最高的是基于红色陶瓷的混凝土(128.2%),而最小的表现为基​​于卫生陶瓷的混凝土(来自卫生陶瓷的混凝土(15.4%))。测试了不同时间间隔的质量损失和溶液中储存的样品的抗压强度损失,在使用陶瓷卫生材料和玻璃骨料的混凝土中,由侵蚀性环境侵蚀引起的最小重量损失记录为(分别为20.2%和34.5%)。 120天的侵略性环境)。

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