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Accelerated carbonation and testing of concrete made with fly ash

机译:粉煤灰混凝土的加速碳化和测试

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摘要

An accelerated carbonation test was carried out in order to assess the carbonation of fly ash (FA) concrete. The process of carbonation was accelerated using a controlled environment. The concrete mixtures made with 0, 50 and 70% replacement of normal Portland cement (NPC) with fly ash were prepared. Water-cementitious material ratios were ranged from 0.28 to 0.55. Some concrete mixture was also made with a superplasticizer. Comparisons were made to evaluate the influence of FA on the carbonation of concrete. The laboratory test results showed that FA concrete made with 70% replacement ratio was carbonated more than that of 50% FA replacement concrete and normal Portland cement (NPC) concrete. In contrast, 50% FA replacement concrete showed lower or similar carbonation to NPC concrete. Before exposing the concrete to the accelerated carbonation testing, the longer initial curing period resulted in lower carbonation depth. The effect is more marked with moist curing. The statistical analyses results showed a strong correlation between the carbonation depth and the strength of the concrete. The influence of the superplasticizer on the carbonation was found to be insignificant.
机译:为了评估粉煤灰(FA)混凝土的碳化,进行了加速碳化试验。使用受控环境可以加速碳化过程。制备了用粉煤灰替代0、50和70%的普通波特兰水泥(NPC)制成的混凝土混合物。水硬性材料的比率为0.28至0.55。还用高效减水剂制备了一些混凝土混合物。进行比较以评估FA对混凝土碳化的影响。实验室测试结果表明,替代率为70%的FA混凝土比50%FA替代混凝土和普通硅酸盐水泥(NPC)的碳化程度更高。相反,50%的FA替代混凝土显示出比NPC混凝土更低或相似的碳化。在将混凝土暴露于加速碳化测试之前,较长的初始固化时间导致碳化深度降低。湿固化的效果更明显。统计分析结果表明,碳化深度与混凝土强度之间具有很强的相关性。发现减水剂对碳酸化的影响微不足道。

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