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首页> 外文期刊>Construction and Building Materials >Viscosity and water demand of limestone- and fly ash-blended cement pastes in the presence of superplasticisers
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Viscosity and water demand of limestone- and fly ash-blended cement pastes in the presence of superplasticisers

机译:高效减水剂存在下石灰石和粉煤灰掺合水泥浆的粘度和需水量

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摘要

The Theological behaviour of tresh cement has a direct effect on the microstructural development of mortar and concrete. Inasmuch as the presence of mineral additions impact cement paste rheology and consequently its permanent microstructure and strength, a full understanding of blended cement behaviour should be pursued. The present study addresses the joint effect of mineral additions (limestone and fly ash) and superplasticisers admixtures on the viscosity and water demand of cement pastes. Cement pastes were prepared with 10, 30 or 50 wt% limestone or fly ash as mineral admixtures. Mel-amine-, naphthalene- and polycarboxylate-based superplasticisers were used. Paste rheology was studied in terms of variations in yield stress and viscosity with the solids content and amount of mineral additions added. The strength and microstructure of the blended cement pastes were determined at viscosity values of 1.5 Pa-s. in the presence of superplasticisers. The findings showed that the Krieger-Dougherty equation could be used to determine the effect of solids content on the apparent viscosity of limestone- and fly ash-blended cement suspensions, as well as the effect of superplasticisers. Adding less than 30% limestone to cement had no effect on paste rheology: i.e., the w/c ratios for minimum and optimal workability were similar to the ratios for ordinary cement. However, adding fly ash did lower the minimum water demand, and the optimal amount of water needed for suitable fluidity. The inclusion of 10% of either addition raised paste strength, while higher proportions 30 or 50%) had the opposite effect. The use of mineral additions reduced the effectiveness of cement superplasticisers.
机译:骨水泥的流变行为直接影响砂浆和混凝土的微观结构。由于矿物添加剂的存在会影响水泥浆的流变性,并因此影响其永久的微观结构和强度,因此应全面了解水泥的混合性能。本研究解决了矿物添加剂(石灰石和粉煤灰)和高效减水剂混合物对水泥浆的粘度和需水量的联合影响。用10、30或50%(重量)的石灰石或粉煤灰作为矿物掺合料制备水泥浆。使用基于三聚氰胺,萘和聚羧酸盐的高效减水剂。根据屈服应力和粘度随固体含量和所添加矿物质添加量的变化对糊料流变学进行了研究。在1.5 Pa-s的粘度值下确定掺合水泥浆的强度和微观结构。在高效减水剂的存在下。研究结果表明,Krieger-Dougherty方程可用于确定固含量对石灰石和粉煤灰掺合水泥悬浮液表观粘度的影响,以及高效减水剂的影响。在水泥中添加少于30%的石灰石对浆体流变性没有影响:即,最小和最佳可加工性的w / c比值与普通水泥的比值相似。但是,添加粉煤灰的确降低了最低需水量,并降低了适当流动性所需的最佳水量。两种添加剂中的10%都可提高糊料强度,而30%或50%的较高含量则具有相反的效果。矿物添加剂的使用降低了水泥高效减水剂的有效性。

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