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Investigation of the structure of cement stone, obtaining and optimization of high-strength concrete on mechanically activated binder

机译:机械活化粘结剂研究水泥石结构,高强度混凝土的获得与优化

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Physico-chemical methods of the study of hydrated cement by mechanically activated binding substance with organo-mineral additive (microsilica + C-3) were presented. It was explored the influence of the additive into the kinetics of formation lowly-basic calcium hydrosilicate. The experiment conducted in accordance with a three-factorial D-optimum plan enabled to establish an influence of blending and technological factors (x_(1)– content of microsilica in the binder - 5±5%; x_(2)– binder consumption in concrete - 450±100 kg/m~(3); x_(3)– specific area (S_(sp)) of Portland cement 400±100 m~(2)/kg) on physical and mechanical properties of concrete (compression strength, water absorption). It was established that the use of the mechanically activated blended Portland cement of general purpose with an organomineral additive (microsilica+C-3) makes it possible to obtain high-strength concretes which compression strength on the 28~(th)day reaches 120 MPa. Optimization of concrete mixes was achieved on the basis of obtained mathematical models that reflect the influence of blending and technological factors on physical and mechanical properties of a high-strength concrete.
机译:提出了用机械活化的结合物与有机矿物添加剂(微二氧化硅+ C-3)研究水合水泥的物理化学方法。探究了添加剂对形成低碱性氢硅酸钙动力学的影响。根据三因素D优化计划进行的实验能够确定掺混和工艺因素的影响(x_(1)–粘合剂中微硅含量-5±5%; x_(2)–粘合剂消耗混凝土-450±100 kg / m〜(3); x_(3)–硅酸盐水泥的比表面积(S_(sp))400±100 m〜(2)/ kg)对混凝土的物理力学性能(抗压强度)的影响,吸水率)。可以确定的是,将通用机械活化的波特兰水泥与有机矿物添加剂(微二氧化硅+ C-3)混合使用,可以得到高强度混凝土,其在28天的抗压强度达到120 MPa。 。在获得的数学模型的基础上实现了混凝土配合比的优化,该数学模型反映了混合和技术因素对高强度混凝土的物理和机械性能的影响。

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