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Influence of Compounded Mineral Admixtures on Shrinkage and Early-Age Cracking Behaviors of Concrete

机译:复合矿物混合物对混凝土收缩和早期开裂行为的影响

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Influence of compounded mineral admixtures on shrinkage and early-age cracking behaviors of concrete was studied, based on the fellow factors: fly ash to blast furnace slag(denoted as BSF) ratio, fly ash-metakaolin ratio, BSF-silica fume ratio. Research shows that the Pozzolanic admixtures compounded with cementitious admixtures have complementary and synergistic effect for hydration progress of concrete, which can enhance the volume stability and cracking behaviors of concrete. However, the pozzolanic admixture compounded with other pozzolanic admixture, two pozzolanic admixtures will grab Ca(OH)_2 resource. And then if the dosage of mineral admixture is higher, the compounding will result to decrease the volume stability and cracking behaviors of concrete.
机译:研究了复合矿物混合物对混凝土收缩和早期裂缝行为的影响,基于同胞:粉煤灰至高炉渣(表示为BSF)比,飞灰 - 偏莨菪碱比,BSF-二氧化硅烟道比。研究表明,用胶凝剂混合的波佐烷基因对混凝土的水合进展进行了互补和协同作用,可以提高混凝土的体积稳定性和裂缝行为。然而,用其他火山灰混合物配混两级喷盐混合物的火山糊化混合物将抓住Ca(OH)_2资源。然后,如果矿物混合物的剂量较高,则配合将导致混凝土的体积稳定性和裂化行为。

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