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Engineering and durability properties of eco-friendly mortar using cement-free SRF binder

机译:使用无水泥SRF粘结剂的环保砂浆的工程和耐久性能

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The present study evaluates the engineering properties and durability of an eco-friendly mortar that was produced using an innovative cement-free SRF binder. Samples of the binder, which incorporated ground granulated blast furnace slag (GGBFS) (S), rice husk ash (RHA) (R), and circulating fluidized bed combustion fly ash (CFBC) (F), were prepared for the present study using four different RHA/GGBFS weight ratios (0/100,15/85, 30/70, and 45/55) and three different amounts of CFBC (10%, 20%, and 30%) as an activator. The properties of the mortar samples were evaluated using compressive strength, water absorption and porosity, ultrasonic pulse velocity (UPV), electrical surface resistivity (ESR), and sulfate resistance. The effects of RHA and CFBC contents on the properties of the mortar samples were studied. Test results showed that both the RHA and CFBC affected the properties of the mortar samples significantly. At later curing ages, the mortar samples that incorporated 20% CFBC and 30% RHA exhibited the highest compressive strength values. Furthermore, all of the cement-free mortar samples exhibited good durability, as indicated by high UPV and ESR values and high resistance to sulfate attack. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本研究评估了使用创新的无水泥SRF粘结剂生产的环保砂浆的工程性能和耐久性。本研究使用以下方法制备了结合剂样品,该结合剂包括磨碎的高炉矿渣(GGBFS)(S),稻壳灰(RHA)(R)和循环流化床燃烧飞灰(CFBC)(F)。四种不同的RHA / GGBFS重量比(0 / 100、15 / 85、30 / 70和45/55)和三种不同量的CFBC(10%,20%和30%)作为活化剂。使用抗压强度,吸水率和孔隙率,超声脉冲速度(UPV),表面电阻率(ESR)和耐硫酸盐性评估了砂浆样品的性能。研究了RHA和CFBC含量对砂浆样品性能的影响。测试结果表明,RHA和CFBC均显着影响砂浆样品的性能。在较晚的固化年龄下,掺入20%CFBC和30%RHA的砂浆样品表现出最高的抗压强度值。此外,所有高水泥砂浆样品均显示出良好的耐久性,如高UPV和ESR值以及高抗硫酸盐侵蚀性所表明。 (C)2017 Elsevier Ltd.保留所有权利。

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