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Physical and chemical effects of siliceous particles at nano, micro, and macro scales on properties of self-consolidating mortar overlays

机译:纳米,微米和宏观硅质颗粒对自固结砂浆覆盖层性能的物理和化学影响

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The aim of this experimental investigation is to study the effect of siliceous particle at nano (0, 1, and 2% of pyrogenic nanosilica), micro (silica fume with 0, 5, and 10% cement weight replacement), and macro scales (sand with SiO2 percentages of 0, 50 and 100%) on mechanical properties, durability, and surface characteristics of self-consolidating mortars as an overlay. For this purpose, 27 self-consolidating mortar overlays (SCMOs) with a water to cement ratio of 0.4 and different mixture proportions were prepared. Mini-slump flow and V-funnel time values were determined experimentally in fresh SCMOs. Moreover, the compressive and flexural strength of mechanical strength, water absorption, porosity, abrasion resistance (as a durability property), skid resistance (as a surface characteristic), and early age shrinkage were measured. The interfacial transition zone and the microstructures were studied using scanning electron microscope (SEM), thermogravimetric analysis (TGA), and atomic force microscope (AFM). Based on the results, the synergic effect of silica based particles in nanoscale and microscale improved mechanical, durability, and frictional properties. SEM images showed that samples containing limestone sand had denser interfacial transition zone (ITZ) than siliceous sand samples due to better interlocking. Using the AFM images, high-silica sand mortar samples exhibit lower skid resistance compared to limestone type sand. Besides, incorporating siliceous sand improves the abrasion resistance (as a durability factor of the slip resistance) about 45.8% compared to lime-based samples. In addition, improvement in wear resistance caused by mineral additions is reduced by increasing the SiO2 percentage in the sand. The relation among porosity, compressive strength, and abrasion resistance was stronger in limestone type mixtures. (C) 2018 Elsevier Ltd. All rights reserved.
机译:本实验研究的目的是研究硅质颗粒对纳米(0%,1%和2%的热解法纳米二氧化硅),微米级(硅灰的水泥替代量分别为0%,5%和10%)和宏观尺度( SiO2百分比分别为0、50和100%的砂)在机械性能,耐久性和自凝结砂浆的表层特性上作为覆盖层。为此,准备了27个水灰比为0.4且混合比例不同的自固结砂浆覆盖层(SCMO)。在新鲜的SCMO中通过实验确定了最小坍落度流量和V漏斗时间值。此外,测量了机械强度,吸水率,孔隙率,耐磨性(作为耐用性),防滑性(作为表面特性)和早期收缩的压缩和弯曲强度。使用扫描电子显微镜(SEM),热重分析(TGA)和原子力显微镜(AFM)研究了界面过渡区和微观结构。基于结果,基于二氧化硅的颗粒在纳米级和微米级的协同作用改善了机械,耐久性和摩擦性能。 SEM图像显示,由于互锁性更好,含石灰石砂的样品比硅质砂样品的界面过渡区(ITZ)密度更高。使用AFM图像,与石灰石型砂相比,高硅砂浆样品显示出较低的防滑性。此外,与基于石灰的样品相比,掺入硅砂可将耐磨性(作为耐滑性的持久性因素)提高约45.8%。另外,通过增加沙子中的SiO 2百分比,降低了由于添加矿物引起的耐磨性的提高。在石灰石型混合物中,孔隙率,抗压强度和耐磨性之间的关系更强。 (C)2018 Elsevier Ltd.保留所有权利。

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