以微二氧化硅和生石灰为基础的泡沫混凝土质量改善剂

IF 0.8 Q4 METALLURGY & METALLURGICAL ENGINEERING
R. Lukpanov, D. Dyussembinov, S. Yenkebayev, A. Yenkebayeva, E. Tkach
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引用次数: 1

摘要

本文介绍了增塑添加剂与细骨料(微硅)和CaOH生石灰相结合生产泡沫混凝土的研究。本研究将确定增塑添加剂和活性填料在生产过程中对泡沫混凝土性能的影响。泡沫混凝土生产中的主要问题是凝固时间,因为凝固时间的增加会导致泡沫混凝土混合物的收缩,并且是材料结构不均匀的结果。因此,不建议在生产泡沫混凝土时使用增塑剂添加剂。增塑剂作为一种表面活性物质,可以延长水泥粘结剂的凝结时间。然而,研究微二氧化硅与生石灰和增塑剂的结合特性可以减少凝结时间。实验室研究表明,使用这些成分将生产出具有预期密度、孔隙结构均匀分布、强度高和抗冻性的泡沫混凝土。根据研究结果,确定了添加剂组分数量对泡沫混凝土质量特性的影响,并选择了组分、增塑剂添加剂、微硅和生石灰的最佳组成。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Additive for improving the quality of foam concrete made on the basis of micro silica and quicklime
The article presents studies of the use of plasticizing additives in combination with fine aggregate (microsilica) and CaOH quicklime for the production of foam concrete. The research will determine the effect of plasticizing additives and active fillers on the properties of foam concrete during their production. The main issue in the production of foam concrete is the time of setting, as their increase leads to shrinkage of foam concrete mixture and as a consequence of the uneven structure of the material. Therefore, the use of plasticizer additives in the production of foam concrete is not recommended. Plasticizer, as a surface-active substance, increases the setting time of the cement binder. However, examining the features of micro silica in combination with caustic lime and plasticizer was found to reduce the time setting. Laboratory studies have shown that the use of these components will produce foam concrete with the projected density, with a uniformly distributed pore structure, high strength, and frost resistance. According to the results of the study, the influence of the number of additives components on the qualitative characteristics of foam concrete was determined, and the optimal composition of the components, plasticizer additives, micro silica, and caustic lime was selected.
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