首页> 外文期刊>Rheologica Acta: An International Journal of Rheology >Study on the rheological properties of Portland cement pastes with polycarboxylate superplasticizers
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Study on the rheological properties of Portland cement pastes with polycarboxylate superplasticizers

机译:聚羧酸类高效减水剂对硅酸盐水泥浆体流变性能的影响

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The coupling effects of temperature and time on the fluidity of fresh cement mixtures were investigated. Mini-cone tests on cement mortars and rheological tests on cement pastes under different temperatures (0 to 60 °C) were conducted to characterize the development of the fluidity of fresh cement mixtures over time. In addition, total organic carbon tests were performed to quantify the adsorption amount of superplasticizers on the cement surface. The amount of free water in cement pastes was determined via centrifugation. Isothermal calorimetry was employed to characterize the hydration kinetics of cement under different temperatures. Results show that the spread diameter of mortars decreases in a roughly linear fashion over elapsed time. Higher temperature facilitates a sharper decrease in fluidity with time, although the initial fluidity of fresh mortars is not significantly affected by temperature. Higher temperature results in a greater amount of adsorbed polycarboxylate ester/ether on the cement surface and a lower amount of free water in fresh cement pastes, which is believed to result from the higher hydration rate of cement. The evolution of rheological properties over time can be attributed to the development of hydration degree. Relative hydration degree is introduced to indicate the development of rheological properties with time. Two models to describe the evolution of yield stress and plastic viscosity for fresh cement pastes were developed.
机译:研究了温度和时间对新鲜水泥混合料流动性的耦合作用。在不同温度(0至60°C)下进行了水泥砂浆的微锥试验和水泥浆的流变试验,以表征新鲜水泥混合物随时间的流动性发展。另外,进行了总有机碳测试以量化高效减水剂在水泥表面的吸附量。通过离心测定水泥浆中的游离水量。等温量热法用于表征水泥在不同温度下的水合动力学。结果表明,随着时间的流逝,砂浆的铺展直径以大致线性的方式减小。尽管新鲜砂浆的初始流动性不受温度的显着影响,但较高的温度会促进流动性随时间的急剧下降。较高的温度导致在水泥表面上吸附大量的聚羧酸酯/醚,而在新鲜水泥浆中的游离水较少,这被认为是由于水泥的水合速率较高所致。流变性质随时间的演变可归因于水合度的发展。引入相对水合度以指示流变性质随时间的发展。建立了两个模型来描述新鲜水泥浆的屈服应力和塑性粘度的演变。

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