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Formation of the properties of nano-modified concretes

机译:形成纳米改性混凝土的性能

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Nanomodified concrete is obtained from multicomponent dry building mixes based on Portland cement containing nanoscale filler particles. This paper examines the cement-sand mixture activated in a high-energy mill as a nanomodifier. The result is the gain in strength of concrete in the initial hardening time. The influence of fractional characteristics of sand on the activation process is analyzed. Three sand samples of different deposits of the Kaliningrad region characterized by different size and content of dust and clay particles were studied. The results of tests of samples of fine-grained concrete with activated and non-activated components for the initial compressive strength at the age of 0-90 minutes after the preparation of the mixture are presented. It is noted that the mechanical activation of cement-sand mixture is most effective when there are large fractions in the activated sand.
机译:纳米倍增混凝土由基于含有纳米级填料颗粒的薄层水泥的多组分干燥建筑混合物获得。 本文研究了在高能磨机中作为纳米摩擦的水泥砂混合物。 结果是初始硬化时间中混凝土强度的增益。 分析了沙子分数特性对激活过程的影响。 研究了用于粉尘和粘土颗粒的不同尺寸和含量的浅沉积的三种不同沉积物的三种砂样。 呈现了在制备混合物后0-90分钟的初始压缩强度的活性和非活化组分的细粒混凝土样品试验结果。 应注意,当活性砂中有大级分时,水泥砂混合物的机械活化最有效。

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