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Structure and mechanical properties of aluminosilicate geopolymer composites with Portland cement and its constituent minerals

机译:硅酸盐硅酸盐与硅酸盐水泥及其构成矿物的复合材料的结构和力学性能

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The compressive strengths and structures of composites of aluminosilicate geopolymer with the synthetic cement minerals C_3S, beta-C_2S, C_3A and commercial OPC were investigated. All the composites showed lower strengths than the geopolymer and OPC paste alone. X-ray diffraction, ~(29)Si and ~(27)Al MAS NMR and SEM/EDS observations indicate that hydration of the cement minerals and OPC is hindered in the presence of geopolymer, even though sufficient water was present in the mix for hydration to occur. In the absence of SEM evidence for the formation of an impervious layer around the cement mineral grains, the poor strength development is suggested to be due to the retarded development of C-S-H because of the preferential removal from the system of available Si because geopolymer formation is more rapid than the hydration of the cement minerals. This possibility is supported by experiments in which the rate of geopolymer formation is retarded by the substitution of potassium for sodium, by the reduction of the alkali content of the geopolymer paste or by the addition of borate. In all these cases the strength of the OPC-geopolymer composite was increased, particularly by the combination of the borate additive with the potassium geopolymer, producing an OPC-geopolymer composite stronger than hydrated OPC paste alone.
机译:研究了铝硅酸盐地质聚合物与合成水泥矿物C_3S,β-C_2S,C_3A和商业OPC的复合材料的抗压强度和结构。所有复合材料均显示出比单独的地质聚合物和OPC糊剂更低的强度。 X射线衍射,〜(29)Si和〜(27)Al MAS NMR和SEM / EDS观察表明,即使存在足够的水以用于地质聚合物,水泥矿物和OPC的水合也会受到阻碍。发生水合作用。在没有SEM证据证明水泥矿粒周围形成不透水层的情况下,建议强度发展不佳的原因是CSH的发展受阻,因为优先从可用的Si体系中去除,因为地质聚合物的形成更多比水泥矿物质的水合作用快。这种可能性得到了实验的支持,在该实验中,通过用钾替代钠,通过降低地质聚合物浆料的碱含量或通过添加硼酸盐来阻碍地质聚合物的形成速率。在所有这些情况下,OPC-地聚合物复合材料的强度都得到了提高,特别是通过硼酸盐添加剂与钾地聚合物的组合,从而提高了OPC-地聚合物复合材料的强度,使其比单独使用水合OPC浆料的强度更高。

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