减缩掺合料对硅酸盐水泥砂浆力学性能、干收缩率、吸水率和孔隙率的影响

N. Chính
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引用次数: 0

摘要

干缩是导致混凝土和砂浆早期开裂的主要原因。为了减少干燥收缩,人们进行了广泛的研究,包括使用纤维或化学外加剂。研究了减缩掺合料对砂浆抗弯强度、抗压强度、干燥收缩率、吸水率和孔隙率的影响。混合配方为普通硅酸盐水泥(OPC):砂:液体= 1:1:0.38,其中液体由水和减缩外加剂(SRA)组成。SRA的使用比例分别为水泥质量的2%、4%和7%。试验结果表明,SRA降低了砂浆的抗折强度和抗压强度。当SRA用量为7%时,28天的抗折强度和抗压强度分别降低14%和25%。此外,SRA还能显著降低砂浆的干燥收缩率和吸水率。SRA用量为7%时,53天的干燥收缩率降低了60%,24小时的吸水率降低了54%。而SRA对砂浆的孔径分布、有效孔隙度和累积侵入体积的影响较小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influences of shrinkage reducing admixture on the mechanical properties, drying shrinkage, water absorption and porosity of Portland cement mortar
Drying shrinkage is the main cause of early age cracking of concrete and mortar. A wide range of research has been conducted to reduce the drying shrinkage, including using fibres or chemical admixtures. This paper investigated the effect of shrinkage reducing admixture on the flexural strength, compressive strength, drying shrinkage, water absorption and porosity of mortar. The mix compositions were ordinary Portland cement (OPC) : sand : liquid = 1: 1: 0.38 in which liquid consisted of water and shrinkage reducing admixture (SRA). SRA was used at the proportions of 2%, 4%, and 7% by weight of cement. The test results show that SRA reduces the flexural and compressive strengths of mortar. The reduction in flexural strength and compressive strength at 28 days is 14% and 25%, respectively at 7% SRA dosage. In addition, SRA significantly reduces the drying shrinkage and water absorption of mortar. At 7% SRA dosage, the drying shrinkage at 53 days is reduced by 60% while the water absorption rate at 24 hours is reduced by 54%. However, SRA has a minor effect on the pore size distribution, effective porosity, and cumulative intrusion volume of mortar.
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