Kinetics of mixed binder strength gain

A. V. Yavinsky, I. Chulkova
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Abstract

Introduction. The storage of pond ash at ash dumps has a negative impact on the environmental situation in the nearby settlements, dumps constantly dust and pollute water sources. To solve this problem, it is proposed to use ash from pond ash as a component of mixed binder. Since the specific surface area of pond ash is different throughout the dump, it is necessary to study its influence on the strength set of mixed binder under different curing conditions.Materials and methods. The equipment on which the experiment was carried out is listed. To determine the specific surface ПСХ-12 device was used, ash drying was carried out in a desiccator. The samples were stored in a normal solidification chamber. The chemical composition of pond ash from TPP-5 of Omsk was presented.Results. Experimental data on the strength of samples of mixed binder at the age of 1,3,7,14,21,28,90 days of normal hardening and data on the strength of samples after heat and humidity treatment are presented. Durability of mixed binder composition with specific surface of hydraulic ash of 460-490 m2/kg under normal hardening conditions amounts to 42.57 MPa which corresponds to natural strength. The composition with the use of pond ash 460-490 m2/kg after water removal increased strength by 12% in comparison with the control composition. Compositions with specific surface of wet pond ash 220-250, 340-370, 650-700 m2/kg show durability results lower than the control ashless composition irrespective of hardening conditions.Discussion and conclusions. It is proved that the use of pond ash with a specific surface of 460-490 m2/kg is rational. Its strength under normal conditions of hardening is 42,57 MPa, which corresponds to the strength of the concrete. The composition with the use of wet pond ash 460-490 m2/kg after heat and moisture treatment has an increase in strength by 12% compared to the control composition. Increased strength of mixed binder compositions is associated with acceleration of pozzolanic reaction in them, the products of which have a positive effect on the strength of the products.
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混合粘结剂强度增加动力学
介绍在灰场储存池灰对附近定居点的环境状况产生了负面影响,不断倾倒灰尘并污染水源。为了解决这个问题,建议使用池塘灰中的灰作为混合粘结剂的成分。由于整个垃圾场的池灰比表面积不同,有必要研究不同养护条件下池灰对混合粘结剂强度设定的影响。材料和方法。列出了进行实验的设备。为了测定比表面积,使用ПСВ-12装置,在干燥器中进行灰分干燥。将样品储存在正常的固化室中。介绍了鄂木斯克TPP-5池塘灰的化学成分。后果给出了混合粘结剂样品在1,3,7,14,21,28,90天正常硬化时的强度实验数据以及样品在湿热处理后的强度数据。在正常硬化条件下,水灰比表面积为460-490m2/kg的混合粘合剂组合物的耐久性达到42.57MPa,相当于天然强度。与对照组合物相比,在除水后使用460-490m2/kg池灰的组合物的强度增加了12%。具有湿池灰比表面积220-250、340-370、650-700m2/kg的组合物显示出比对照无灰组合物更低的耐久性结果,而与硬化条件无关。讨论和结论。实践证明,采用比表面积460~490m2/kg的池灰是合理的。它在正常硬化条件下的强度为42,57MPa,相当于混凝土的强度。与对照组合物相比,在热和湿气处理后使用湿池灰460-490m2/kg的组合物具有12%的强度增加。混合粘合剂组合物的强度增加与其中火山灰反应的加速有关,其产物对产物的强度具有积极影响。
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