Dvorkin Leonid, Zhitkovsky Vadim, Tracz Tomasz, Sitarz Mateusz, Mróz Katarzyna
Department of Building Elements Technology and Materials Science, National University of Water and Environmental Engineering, 33028 Rivne, Ukraine.
Chair of Building Materials Engineering, Faculty of Civil Engineering, Cracow University of Technology, 31-155 Cracow, Poland.
Materials (Basel). 2024 Nov 25;17(23):5760. doi: 10.3390/ma17235760.
The article demonstrates the effectiveness of the mechanochemical activation of a cement-ash binder by increasing the specific surface area of the ash and introducing a sodium fluorosilicate additive (NaSiF). It has been experimentally proved that the introduction of a NaSiF additive makes it possible to increase the degree of cement hydration, as well as the intensity of free CaO binding when heating the cement-ash binder in the range of 500 °C to 800 °C. Mechanochemical activation prevents a decrease in the strength of the preheated cement-ash binder. During cyclic heating and cooling of slag mortars based on the activated cement-ash binder, an improvement in the set of basic properties was observed: compressive strength, flexural strength, water absorption, dynamic modulus of elasticity, and conditional elongation. Experimental design was carried out to obtain experimental-statistical models of mortar properties based on composition, heating temperature, and number of heating-cooling cycles. These models made it possible to develop quantitative relationships for predicting mortar properties at elevated temperatures and to rank the factors in order of importance. The optimal values for the dosage of fly ash, sodium silicofluoride additive, and the binder's specific surface area were established. It was demonstrated that the activator has a positive effect on the thermal deformation of mortars.
本文通过增加粉煤灰的比表面积并引入氟硅酸钠添加剂(NaSiF),证明了水泥 - 粉煤灰粘结剂机械化学活化的有效性。实验证明,引入NaSiF添加剂能够提高水泥水化程度,以及在500℃至800℃范围内加热水泥 - 粉煤灰粘结剂时游离CaO的结合强度。机械化学活化可防止预热水泥 - 粉煤灰粘结剂强度降低。在基于活化水泥 - 粉煤灰粘结剂的矿渣砂浆循环加热和冷却过程中,观察到一系列基本性能得到改善:抗压强度、抗折强度、吸水率、动态弹性模量和条件伸长率。进行了实验设计,以获得基于组成、加热温度和加热 - 冷却循环次数的砂浆性能实验 - 统计模型。这些模型使得能够建立定量关系,以预测高温下的砂浆性能,并按重要性顺序对因素进行排序。确定了粉煤灰用量、氟硅酸钠添加剂用量和粘结剂比表面积的最佳值。结果表明,活化剂对砂浆的热变形有积极影响。