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Effects of slag composition and temperature on the strength performance of slag blended cement mortars in composite chloride-sulphate environments

机译:炉渣组成和温度对复合氯离子 - 硫酸盐环境中矿渣掺合水泥砂浆强度性能的影响

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摘要

Major structures are often located near marine environments which expose them to attack from sea water containing mostly chlorides and sulphates. The compressive and flexural strength properties of ground granulated blast-furnace slag - blended cement specimens were investigated at temperatures of 20 °C and 38 °C, to assess their performances under typical arid and temperate marine climatic conditions. Slags, having Ca/Si ratios of 1.05 and 0.94, were blended with CEM I 52.5R at 30% replacement levels. The performances of the slag-blended cements were compared with CEM I 42.5R. Mortar samples measuring 40mm x 40mm x 160mm were cast using 0.5 water to binder ratio, pre-cured under water before exposure to combined solutions of chloride and sulphate. Compressive and flexural strengths were determined at specified ages of hydration between 1 and 28 days. Also, x-ray diffraction (XRD) and calorimetry analyses were conducted on paste samples to follow the hydration characteristics of the test binders. The results show that flexural strength increased for samples in combined test solution, and further indicated that the relationship between flexural and compressive strengths could be greatly influenced by temperature changes.
机译:大型建筑物通常位于海洋环境附近,使它们容易受到海水的侵蚀,海水主要含有氯化物和硫酸盐。在20°C和38°C的温度下对磨碎的高炉矿渣掺合水泥样品的抗压强度和抗折强度特性进行了研究,以评估其在典型的干旱和温带海洋气候条件下的性能。 Ca / Si比为1.05和0.94的炉渣与CEM I 52.5R以30%的置换率混合。将矿渣掺合水泥的性能与CEM I 42.5R进行了比较。使用0.5的水与粘合剂的比例铸造尺寸为40mm x 40mm x 160mm的砂浆样品,在暴露于氯化物和硫酸盐的混合溶液之前,在水中预先固化。在指定的水合年龄1至28天之间确定抗压强度和抗折强度。此外,对糊状样品进行了X射线衍射(XRD)和量热分析,以追踪测试粘合剂的水合特性。结果表明,组合测试溶液中样品的抗弯强度有所增加,并且进一步表明温度变化会极大地影响抗弯强度和抗压强度之间的关系。

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    Ukpata JO; Black L;

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  • 年度 2016
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  • 正文语种 en
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