用过滤和漂白废粉对细粒度硅酸盐水泥混凝土进行憎水处理

Q4 Chemistry
O. V. Luksha, N. Belous, S. P. Rodtsevich, V. M. Chernetskaya
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引用次数: 0

摘要

本文介绍了对油脂生产废料--过滤和漂白用粉末--的化学成分和相组成的研究结果。研究结果表明,这些粉末的结晶相主要由二氧化硅、铝、铁和钛氧化物、钠和钾铝硅酸盐组成。过滤废粉的有机部分由蜡组成,而漂白粉相则含有脂肪和具有不饱和键的游离脂肪酸。水溶性有机化合物在滤粉中的浓度不超过 30 毫克/立方米,而在漂白废粉中的浓度达到 700-900 毫克/立方米,这就解释了为什么在其存在的情况下溶液-空气界面的表面张力会降低,并有助于提高其在波特兰水泥体系中的疏水作用效果。对细粒波特兰水泥混凝土的硬化过程、强度、水物理和腐蚀性能的研究结果分析证实,由于波特兰水泥砂浆中的空气夹带以及引入漂白粉后空气微气泡的饱和,增加锥体的吃水和流动性的效果最大。同时,在有废过滤粉存在的情况下,不会观察到额外的空气夹带,因此也不会观察到塑化。由于在硅酸盐水泥混凝土中形成了保护层,水分子很难进入固相,从而显著改善了水物理特性。吸水率降低了 45-54%,吸盐率平均降低了 55%,因此材料的抗盐系数也有所提高。降低盐腐蚀和提高材料抗盐系数的最大效果是由于漂白粉存在时混凝土毛细孔结构的特殊性、盐溶液在其中的扩散动力学、材料孔隙中盐分的毛细吸力和结晶压力的降低。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Hydro-phobization of fine-grained portland cement concrete with spent filtering and bleaching powders
The results of studying the chemical and phase composition of oil and fat production wastes - used filtering and bleaching powders are presented. It has been established that the crystalline phase of the powders is represented mainly by silicon dioxide, as well as aluminum, iron and titanium oxides, sodium and potassium aluminosilicates. The organic part of the spent filtering powders consists of waxes, while the bleaching powder phase contains fats and free fatty acids with unsaturated bonds. The concentration of water-soluble organic compounds in filtering powders does not exceed 30 mg/dm3, and in spent bleaching powder reaches 700–900 mg/dm3, which explains the decrease in surface tension at the solution-air interface in its presence and contributes to an increase in the effectiveness of its hydrophobic action in Portland cement systems. Analysis of the results of the study of the hardening process, strength, hydrophysical and corrosion properties of fine-grained Portland cement concretes confirmed the maximum effect of increasing the draft of the cone and mobility, due to the air entrainment of Portland cement mortars and their saturation with air microbubbles when bleaching powder is introduced. At the same time, in the presence of spent filtering powders, additional air entrainment, and, consequently, plasticization, is not observed. As a result of the formation of a protective layer in Portland cement concrete, there is difficulty in the access of water molecules to the solid phase, which leads to a significant improvement in hydrophysical properties. There is a decrease in water absorption by 45–54 %, salt absorption – by an average of 55 %, as a result, an increase in the coefficient of salt resistance of materials is recorded. The maximum effect of reducing salt corrosion and increasing the salt resistance coefficient of materials is due to the peculiarities of the capillary-porous structure of concrete in the presence of bleaching powder, the kinetics of diffusion of salt solutions in them, and the decrease in capillary suction and crystallization pressure of salts in the pores of the material.
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CiteScore
0.30
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