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Development of Alkaline-Activated Self-Leveling Hybrid Mortar Ash-Based Composites

机译:碱性活化的自流平混合砂浆灰基复合材料的开发

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摘要

This study investigated the reactivity properties of self-leveling hybrid alkali-activated cements, such as ordinary Portland cement (OPC) and its residual precursors, coal bottom ash (BA), and rice husk ash (RHA). Due to the relatively low reactivity of BA, binary mixes were produced with OPC using contents of 2.5–30% in the treated BA samples. Furthermore, ternary mixes were prepared in proportions of 25%, 50%, and 75% with RHA as a replacement material for the OPC (mix with 90%:10% BA:OPC). For all of the mixes the spreading behaviors were fixed to obtain a self-levelling mortar, and dimensional changes, such as curling and shrinkage, were performed. Mortars with 30% OPC reached a compressive strength of 33.5 MPa and flexural strength of 7.53 MPa. A scanning electron microscope (SEM) and X-ray powder diffraction (XRD) were used to indicate the formation of N-A-S-H and a (N,C)-A-S-H gel, similar to the gel with trace of calcium. The best performance was achieved when the binary mix produced 10% OPC. A hybrid mortar of OPS-BA presented 10 times lower susceptibility to curling than an OPC mortar. The results showed that both ashes reduced the shrinkage and curling phenomena.
机译:这项研究调查了自流平混合碱活化水泥的反应性,例如普通波特兰水泥(OPC)及其残留的前体,煤底灰(BA)和稻壳灰(RHA)。由于BA的反应性相对较低,使用OPC在处理过的BA样品中含量为2.5%至30%的情况下生成了二元混合物。此外,使用RHA作为OPC的替代材料,以25%,50%和75%的比例制备了三元混合物(混合物与90%:10%BA:OPC)。对于所有混合物,固定其铺展性能以获得自流平砂浆,并进行尺寸变化,例如卷曲和收缩。 OPC含量为30%的砂浆的抗压强度为33.5 MPa,抗弯强度为7.53 MPa。扫描电子显微镜(SEM)和X射线粉末衍射(XRD)用于指示N-A-S-H和(N,C)-A-S-H凝胶的形成,类似于带有痕量钙的凝胶。当二元混合物产生10%OPC时,可获得最佳性能。 OPS-BA混合砂浆的卷曲敏感性比OPC砂浆低10倍。结果表明,两种灰均减少了收缩和卷曲现象。

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