比较酸性环境类型对耐酸碱活性水泥性能的影响

V. Zozulynets, O. Kovalchuk
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摘要

这篇文章致力于研究在混合碱活性水泥基础上开发的材料的耐酸性,包括以前在该方向上进行的研究取得的成果。世界建筑材料市场需要既能保持高耐酸性指标,又能提高物理、机械和技术特性的现代有效材料,这确保了研究的相关性。毕竟,众所周知,基于液态钾和玻璃酸钠的传统耐酸水泥虽然能提供适当的抗酸性环境影响值,但对水的影响极为敏感,这大大降低了它们的使用寿命。而基于波特兰水泥的材料一般不具有耐酸性,这是因为硬化水泥石的结构中含有大量波特兰石(Ca(OH)2)、高碱性水硅酸钙和乙丁睛石。这也是选择碱活性体系作为基础的原因,使用碱活性体系的工作经验证实了其在这一研究领域发展中的有效性。研究使用了 5%的盐酸(HCl)和硝酸(HNO3)溶液。所获得的结果不仅证实了在低 pH 值的侵蚀性环境条件下使用此类水泥的可能性,还反映了此类环境对根据所介绍的成分制成的材料的影响程度。因此,在盐酸和硝酸溶液中暴露 90 天后,根据这些测试成分制作的样品的抗压强度分别为 43.1 兆帕至 45.7 兆帕和 47.1 兆帕至 49.7 兆帕。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparison of the influence of the type of acidic environment on the properties of acid-resistant alkali-activated cements
The article is devoted to the study of acid resistance of materials developed on the basis of hybrid alkali-activated cements and includes the results obtained during previous studies focused in this direction. This directly concerns the composite compositions of the received cements.The relevance of the research is ensured by the need of the world market of building materials for modern, effective materials that will retain high acid resistance indicators along with increased physical, mechanical and technological characteristics. After all, as is known, traditional acid-resistant cements based on liquid potassium and sodium glass, although they provide appropriate values of resistance to the influence of an acidic environment, are extremely sensitive to the influence of water, which greatly reduces their service life. And materials based on Portland cement are generally not characterized by acid resistance due to the high content of portlandite (Ca(OH)2), highly basic calcium hydrosilicates and ettringite in the structure of hardened cement stone. That is why alkali-activated systems were chosen as the basis, the experience of working with them confirms the effectiveness of their use in the development of this research area.In the course of this study, a comparative characterization of the influence of the type of aggressive environment on the processes of structure formation of cement stone and the formation of acid-resistant phases is conducted. 5% solutions of hydrochloric (HCl) and nitric (HNO3) acids were used for the study. The obtained results not only confirm the possibility of using such cements in the conditions of an aggressive environment with a low pH, but also reflect the degree and influence of this type of environment on the material made according to the presented compositions. Thus, the compressive strength of the samples made according to these tested compositions after 90 days of exposure in hydrochloric and nitric acid solutions ranges from 43.1 MPa to 45.7 MPa and from 47.1 MPa to 49.7 MPa, respectively.
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