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Effects of mineral admixtures and additional gypsum on the expansion performance of sulphoaluminate expansive agent at simulation of mass concrete environment

机译:在大体积混凝土环境模拟中,矿物掺合料和石膏对硫铝酸盐膨胀剂膨胀性能的影响

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摘要

Shrinkage cracks are easily occurred in mass concrete. To compensate the shrinkage, the sulphoaluminate expansive agent is usually used. Besides, high volume mineral admixtures are usually used to decrease the hydration thermal and delay the appearing of temperature peak of mass concrete. However, the expansion effect and compressive strength were probably affected by the mineral admixtures and expansive agent interactively. In this study, the effects of GGBS and FA on the expansion performance at the simulated mass concrete temperature were investigated, and moderate additional gypsum was used to eliminate these negative effects. Besides, XRD, TG-DTG and SEM were used to analyze the hydration process, hydration products and the morphology of products. The results show that the expansion effect and compressive strength were decreased by the addition of GGBS and FA at simulated curing condition. Both expansion effect and compressive strength of samples blended with GGBS were increased by gypsum, because of the gypsum promoted the generation of AFt and stimulated the hydration of GGBS. But for samples blended with FA, the gypsum promoted the generation of AFt but seriously prolonged the setting time of samples, resulted in the consuming of expansion energy in the plastic deformation. (C) 2016 Published by Elsevier Ltd.
机译:大体积混凝土中容易出现收缩裂纹。为了补偿收缩,通常使用硫铝酸盐膨胀剂。此外,通常使用大量矿物掺合料来降低水合热并延迟大体积混凝土温度峰值的出现。然而,膨胀效果和抗压强度可能受矿物掺合料和膨胀剂相互作用的影响。在这项研究中,研究了GGBS和FA对模拟大体积混凝土温度下的膨胀性能的影响,并使用适度的额外石膏来消除这些不利影响。此外,利用XRD,TG-DTG和SEM对水合过程,水合产物和产物形态进行了分析。结果表明,在模拟固化条件下,添加GGBS和FA可降低膨胀效果和抗压强度。由于石膏促进了AFt的生成并刺激了GGBS的水合作用,因此,掺入GGBS的样品的膨胀效果和抗压强度均得到提高。但是对于掺有FA的样品,石膏促进了AFt的生成,但严重延长了样品的凝固时间,导致塑性变形消耗了膨胀能。 (C)2016由Elsevier Ltd.出版

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