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Effect of plant cellulose microfibers on hydration of cement composites

机译:植物纤维素微纤维对水泥复合材料水合的影响

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This study investigated the hydration characteristics of cement composites incorporating plant cellulose microfibers (CMFs) as a sustainable additive. The main test variables were the size and amount of CMFs. Two different CMF sizes were fabricated from kenaf strand fibers, and their average lengths were approximately 5 mm and 400 mu m, respectively. The amount of CMFs varied from 0 to 2 wt% of the cement. The amount of water required to saturate the CMFs was considered in the mix proportions of cement composites. The hydration characteristics were assessed by the setting time, heat of hydration, compressive strength, mercury intrusion porosimetry, and scanning electron microscopy. The use of higher amount of CMFs led to a larger delay in the setting time and early-age hydration of the cement composites, and of the two sizes, smaller-sized CMFs caused a further delay. A higher ratio of CMFs generally caused a lower compressive strength, but the mixtures with 0.3-0.6% CMFs showed reasonably high (about 85-90%) strengths compared with the plain mixture. The CMFs refined the pore structures of the cement composites, which was associated with the nucleation of hydrated phases and further hydration due to the release of water present in the fibers. (C) 2020 Elsevier Ltd. All rights reserved.
机译:该研究研究了掺入植物纤维素微纤维(CMF)的水泥复合材料的水化特性作为可持续添加剂。主要测试变量是CMFS的大小和数量。两种不同的CMF尺寸由Kenaf Strand纤维制造,它们的平均长度分别为约5mm和400μm。 CMF的量从水泥的0〜2wt%变化。在混合比例的水泥复合材料的混合比例中考虑饱和CMF所需的水量。通过凝固时间,水合热,抗压强度,汞侵入孔隙瘤和扫描电子显微镜评估水合特性。使用较高量的CMF在水泥复合材料的设定时间和早期水合的延迟较大延迟,以及两种尺寸,更小的CMF引起进一步的延迟。 CMF的比例较高一般引起较低的抗压强度,但与普通混合物相比,0.3-0.6%CMF的混合物具有合理高(约85-90%)强度。 CMFS精制水泥复合材料的孔结构,其与水合相的成核相关,以及由于纤维中存在的水释放而进一步的水化。 (c)2020 elestvier有限公司保留所有权利。

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