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Experimental Study on the Mix Design and Fundamental Properties for Mixd Mortars Using Recycled Fine Aggregates

机译:使用再生精细聚集体的混合砂浆混合设计和基本性能的实验研究

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This paper concerns the use of recycled fine concrete and clay brick aggregates to respectively globally replace natural fine aggregates (sand) in the production of mixed mortar. The fundamental properties such as the compressive strength and the shrinkage ratio of mixed mortar made of the recycled fine aggregates are tested and discussed in detail. The experimental results indicated that it is viable to produce mixed mortar using recycled fine concrete and clay brick aggregates, the compressive strength of mixed mortar made of recycled fine aggregates is lower than that of mixed mortar made of natural fine aggregates and the shrinkage ratio of mixed mortar made of recycled fine aggregates is larger, cured in natural environment.
机译:本文涉及使用再循环的细阳砂和粘土砖聚集在混合砂浆的生产中分别为全球替代天然精细聚集体(沙子)。测试并详细讨论了由再循环的细聚集体制成的混合砂浆的抗压强度和收缩比的基本性质。实验结果表明,使用再循环的细砂浆和粘土砖聚集产生混合砂浆是可行的,由再生的细聚集体制成的混合砂浆的抗压强度低于由自然精细聚集体制成的混合砂浆和混合收缩比的混合砂浆。由再生的细骨料制成的砂浆较大,在天然环境中固化。

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