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Chloride binding related to hydration products Part I: Ordinary Portland Cement

机译:与水合产品相关的氯化物结合第一部分:普通波特兰水泥

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A new hydration model of OPC [1,2] was used in this study. The quantities of hydration products were calculated for saturated state hydration and for samples that have been dried to 11% rh after hydration. The chloride binding of several hydrated phases (C-S-H, monosulfate, hydroxy-AFm, AFt, CH, and FriedeFs salt) has been studied and estimated in relation to the chloride content of the pore solution. Combining two new isotherms, for C-S-H and AFm chloride binding in hardened cement paste, and the computed quantities of all hydration products, a new formula for the chloride binding capacity of OPC pastes has been deduced. The new model is based on the chloride binding abilities of each hydrated phase, and therefore can distinguish between their contributions at different free chloride concentrations. When compared to experimental data, the results obtained using this new chloride binding isotherm have proven to accurately describe the chloride binding capacity of OPC pastes, results being within 12% of the experimental values for the whole range of free chloride concentrations considered, of up to 3 M.
机译:本研究使用了OPC [1,2]的新水合模型。计算饱和状态水合的水合产物的量,并在水合后已经干燥至11%RH的样品。已经研究了几种水合阶段(C-S-H,单硫酸盐,羟基-AFM,AFT,CH和FIGICTEFS盐)的氯化物结合,并估计了孔溶液的氯化物含量。结合两个新等温线,用于硬化水泥浆料中的C-S-H和AFM氯化物结合,以及所有水合产物的计算量,已经推导出OPC浆料的氯化物结合能力的新配方。新模型基于每个水合相的氯化物结合能力,因此可以区分它们在不同的游离氯化物浓度下的贡献。与实验数据相比,使用该新氯化物结合等温线获得的结果已被证明可以精确描述OPC浆料的氯化物结合能力,结果在考虑全系列游离氯化物浓度的实验值的12%以内3米

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