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Internal Relative Humidity, Autogenous Shrinkage, and Strength of Cement Mortar Modified with Superabsorbent Polymers

机译:高吸收性聚合物改性水泥砂浆的内部相对湿度,自发收缩率和强度

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摘要

Laboratory evaluations were performed to investigate the effect of internal curing (IC) by superabsorbent polymers (SAP) on the internal relative humidity (IRH), autogenous shrinkage, coefficient of thermal expansion (CTE), and strength characteristics of low water-cement ratio (w/c) mortars. Four types of SAP with different cross-linking densities and particle sizes were used. Test results showed that the SAP inclusion effectively mitigated the IRH drops due to self-desiccation and corresponding autogenous shrinkage, and the IC effectiveness tended to increase with an increased SAP dosage. The greater the cross-linking density and particle size of SAP, the less the IRH drop and autogenous shrinkage. The trend of autogenous shrinkage developments was in good agreement with that of IRH changes, with nearly linear relationships between them. Both immediate deformation (ID)-based and full response-based CTEs were rarely affected by SAP inclusions. There were no substantial losses in compressive and flexural strengths of SAP-modified mortar compared to reference plain mortar. The findings revealed that SAPs can be effectively used to reduce the shrinkage cracking potential of low w/c cement-based materials at early ages, without compromising mechanical and thermal characteristics.
机译:进行实验室评估以研究超吸收性聚合物(SAP)的内部固化(IC)对内部相对湿度(IRH),自发收缩,热膨胀系数(CTE)和低水灰比强度特性的影响( w / c)灰浆。使用了四种具有不同交联密度和粒径的SAP。测试结果表明,SAP包合物可有效缓解由于自干燥和相应的自发收缩引起的IRH下降,并且随着SAP剂量的增加,IC效果趋于提高。 SAP的交联密度和粒径越大,IRH下降和自发收缩越小。自发收缩的发展趋势与IRH变化的趋势非常吻合,两者之间几乎呈线性关系。基于即时变形(ID)和基于完全响应的CTE很少受SAP夹杂物的影响。与参考普通砂浆相比,SAP改性砂浆的抗压强度和抗折强度没有实质性损失。研究结果表明,SAP可以有效地降低低w / c水泥基材料在早期使用时的收缩开裂可能性,而不会影响机械和热特性。

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