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首页> 外文期刊>Advances in Applied Ceramics >Influence of added nanosilica and/or silica fume on fresh and hardened properties of mortars and cement pastes
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Influence of added nanosilica and/or silica fume on fresh and hardened properties of mortars and cement pastes

机译:添加的纳米二氧化硅和/或硅粉对砂浆和水泥浆的新鲜和硬化性能的影响

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摘要

The rheological characterisation of mortars having low water content is difficult to perform due to internal friction between surface grains and also due to intense agglomeration of particles. In this paper, mortars and cement paste with additions of nanosilica (nS), silica fume (SF) and nS+SF were studied applying a factorial design methodology. Mortars with water/total solids ratios below 16% were characterised in the fresh state by rheological and flow table tests. Thus, all mixtures show suitable workability in both equipments. Compressive strength, setting time, air content, fresh apparent density, hydration temperature and X-ray diffraction were carried out. The optimum amount of nS and SF for each W/B ratio between 0·35 and 0·47 was determined by compressive strength at 28 days. For W/B0·43, nS reaches better performance. In general, nS addition affects the properties more significantly than SF.
机译:由于表面颗粒之间的内部摩擦以及颗粒的强烈团聚,具有低含水量的砂浆的流变特性难以进行。在本文中,使用析因设计方法研究了添加了纳米二氧化硅(nS),硅粉(SF)和nS + SF的砂浆和水泥浆。水/总固体比率低于16%的砂浆在新鲜状态下通过流变和流表测试进行了表征。因此,所有混合物在两种设备中均显示出合适的可加工性。进行抗压强度,凝固时间,空气含量,新鲜表观密度,水合温度和X射线衍射。通过28天的抗压强度,确定W / B比在0·35和0·47之间的最佳nS和SF量。对于W / B0·43,nS达到更好的性能。通常,添加nS比SF对性能的影响更大。

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  • 来源
    《Advances in Applied Ceramics》 |2009年第7期|418-428|共11页
  • 作者单位

    Materials Science and Engineering Graduate Program (PGMAT), Federal University of Santa Catarina (UFSC), 88040-900 Florianópolis, SC, Brazil, Email: lsenff@gmail.com;

    Materials Science and Engineering Graduate Program (PGMAT), Federal University of Santa Catarina (UFSC), 88040-900 Florianópolis, SC, Brazil, Department of Chemical Engineering (EQA), Federal University of Santa Catarina (UFSC), 88040-900 Florianópolis, SC, Brazil;

    Department of Civil Engineering (ECV), Federal University of Santa Catarina (UFSC), 88040-900 Florianópolis, SC, Brazil;

    Department of Civil Engineering (CICECO), University of Aveiro (UA), 3810-193 Aveiro, Portugal;

    Department of Ceramics and Glass Engineering (CICECO), University of Aveiro (UA), 3810-193 Aveiro, Portugal;

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