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Strength Properties of Concrete Made from Recycled Brick Concrete and EAF Slag Blended as Coarse Aggregate

机译:用粗骨料的再生砖混凝土和EAF炉渣制成的混凝土强度特性

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摘要

Concrete of three different target strength, i.e. 17.23, 20.68 and 24.13 MPa was prepared using recycled brick concrete (RBC) and electric arc furnace slag (EAFS) blended as coarse aggregate. EAFS ratio was kept at 0%, 25% and 75% with respect to RBC. Concrete cylinder (200mm×100mm) specimens were prepared following standard procedure. Compressive and tensile strength on those concrete samples were conducted as per ASTM standard procedures. It was found that target compressive strength could not be achieved using 100% RBC as coarse aggregate. Through mixing EAFS with RBC both compressive and tensile strength of concrete was found to increase. 50% EAFS ratio was found to give maximum compressive and tensile strength for this type of blended aggregate concrete.
机译:使用作为粗骨料混合的再生砖混凝土(RBC)和电弧炉炉渣(EAF)制备三种不同目标强度的混凝土,即17.23,20.68和24.13MPa。对于RBC,EAFS比率保持在0%,25%和75%。按照标准程序制备混凝土缸(200mm×100mm)标本。根据ASTM标准程序进行那些混凝土样品的压缩和拉伸强度。发现使用100%RBC作为粗骨料不能实现靶抗压强度。通过将EAF与RBC混合,发现混凝土的压缩和拉伸强度增加。发现50%的EAFS比率为这种混合骨料混凝土提供最大的压缩和拉伸强度。

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