首页> 外文期刊>The Indian concrete journal >IMPROVING THE CARBONATION RESISTANCE OF SELF-COMPACTING CONCRETE CONTAINING RECYCLED CONCRETE AGGREGATES USING BLENDED CEMENTS
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IMPROVING THE CARBONATION RESISTANCE OF SELF-COMPACTING CONCRETE CONTAINING RECYCLED CONCRETE AGGREGATES USING BLENDED CEMENTS

机译:使用掺合水泥提高含水泥再生骨料的自填充混凝土的耐碳化性

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摘要

The current investigation assess the relative efficacy of Silica Fume (SF) and Metakaolin (MK) blended with Portland Cement (PC) and Fly Ash (FA) in compensating the loss of carbonation resistance due to inclusion of Coarse Recycled Concrete Aggregates (RCA) in Self-Compacting Concrete (SCC). To evaluate the carbonation resistance, different SCC mixes at curing age of 28-120 days were tested for accelerated carbonation for 4-16 weeks. The influence of SF and MK has been observed for both low and high volume FA based SCC mixes containing various levels of RCA. As anticipated, the maximum loss of carbonation resistance of RCA based SCC was observed for those mixes in which full replacement of Coarse Natural Aggregates (CNA) with RCA was done. The observed loss was offset to varying degrees by the use of SF and MK. It has been observed from this investigation that inclusion of SF/MK compensates the loss of carbonation resistance of SCC up to 50% replacement of CNA with RCA. Based on the experimental results, it can be seen that the performance of SF blended mixes was better than that of MK blended SCC mixes which lends support to wider use of SF.
机译:目前的研究评估了硅粉(SF)和偏高岭土(MK)与波特兰水泥(PC)和粉煤灰(FA)混合的相对功效,以补偿由于加入粗再生混凝土骨料(RCA)而引起的抗碳化性损失。自密实混凝土(SCC)。为了评估抗碳化性,测试了28-120天固化年龄的不同SCC混合物加速碳化4-16周的能力。 SF和MK的影响已针对含有不同水平RCA的低体积和高体积FA基SCC混合物进行了观察。如预期的那样,对于那些用RCA完全替代了粗天然骨料(CNA)的混合物,观察到了基于RCA的SCC的最大抗碳化性。观察到的损失通过使用SF和MK在不同程度上得到了补偿。从该研究中已经观察到,包含SF / MK可以补偿RCC替代CNA最多50%的SCC抗碳化能力。从实验结果可以看出,SF混合料的性能优于MK混合SCC料,这为SF的广泛使用提供了支持。

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