首页> 外文期刊>Arabian Journal for Science and Engineering. Section A, Sciences >Properties of Eco-Friendly Concrete Contained Limestone and Ceramic Tiles Waste Exposed To High Temperature
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Properties of Eco-Friendly Concrete Contained Limestone and Ceramic Tiles Waste Exposed To High Temperature

机译:高温暴露于石灰石和瓷砖的生态友好型混凝土的性能

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In this recent work, ceramic tiles wastes (CW) were utilized as coarse aggregates in different weight fraction ratios startingwith 10% till 100% at an increment of 10% in production of normal concrete. Also, 5% of cement weight was substitutedvia using limestone powder (LP). Slump value, fresh and dry density, absorption ratio and compressive and splitting tensilestrengths were tested at 25 ℃. As well, dry density and compressive and splitting tensile strengths were found after exposingthe specimens to three target temperatures (200, 400 and 600) ℃ for 2 h. The results indicated that the usage of CW ledto enhancing compressive and splitting tensile strengths at room temperature and the maximum increases in these strengthsfor 60% of CW, which were 164% and 128%, respectively, compared with normal concrete without CW and LP. The usageof CW enhances behavior of mixes exposed to high temperatures. The maximum remaining compressive strength ratios oftested series exposed to 200 ℃ and 400 ℃ were 0.882 and 0.804, respectively, for mixes made by using 50% of CW, andthe maximum residual compressive strength ratio for series exposed to 600 ℃ was 0.780 for mix containing 70% of CW.Maximum remaining splitting tensile strength ratios of three series exposed to (200, 400 and 600) ℃ were 0.969, 0.895 and0.836, respectively, for mix containing 70% of CW. The obtained results can give indication of producing environmentalconcrete with enhanced mechanical properties via using ceramic waste.
机译:在最近的这项工作中,瓷砖废料(CW)被用作粗骨料,其重量分数比率从10%到100%开始,在普通混凝土的生产中增加了10%。另外,使用石灰石粉末(LP)替代了水泥重量的5%。在25℃下测试坍落度值,新鲜和干密度,吸收率以及压缩和劈裂拉伸强度。同样,在将样品暴露于三个目标温度(200、400和600)℃2 h后,还发现了干密度以及抗压和抗拉强度。结果表明,与不使用CW和LP的普通混凝土相比,使用CW可以提高室温下的抗压强度和劈裂抗张强度,并且60%的CW的最大强度增加分别为164%和128%。连续波的使用增强了暴露于高温下的混合物的性能。对于使用50%CW的混合物,暴露于200℃和400℃的测试系列的最大残余抗压强度比分别为0.882和0.804,暴露于600℃的系列的最大残余抗压强度比为0.780(含70%的混合物)对于含有70%CW的混合物,暴露于(200、400和600)℃的三个系列的最大剩余劈裂抗张强度比分别为0.969、0.895和0.836。获得的结果可以表明通过使用陶瓷废料来生产具有增强的机械性能的环境混凝土。

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