首页> 外文期刊>Journal of Minerals and Materials Characterization and Engineering >Utilization of Cement Kiln Dust (CKD) with Silica Fume (SF) as a Partial Replacement of Cement in Concrete Production
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Utilization of Cement Kiln Dust (CKD) with Silica Fume (SF) as a Partial Replacement of Cement in Concrete Production

机译:利用硅粉(SF)替代水泥窑粉尘(CKD)作为混凝土生产中的水泥

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This research aimed to clarify the role of by-product materials, such as CKD with SF as partial replacement by weight of cement in concrete manufacturing and inclusion on different characteristics of concrete. Concrete test specimens were mixed with 0%, 5%, 10%, 15%, 20% and 25% (CKD) with 15% (SF) as partial replacement by weight of Cement (CEM I-52.5N). Fresh concrete properties have been evaluated by workability measurement slump test. While hardened concrete properties have been evaluated by compressive, split tensile and flexural strengths tests at ages 7, 28 and 56 days, but evaluated for bond strength, modulus of elasticity and chemical composition measurement with X-Ray Fluorescence at age of 28 days. The test results have revealed that the increase of CKD amount with fixed amount of SF in concrete mixtures as partial replacement by weight of cement leads to gradual decrease of fresh concrete workability. In concrete mixtures, 20% CKD in the presence of 15% SF as partial replacement by the weight of cement are the optimum ratios which can be used without any negative effect on mechanical properties compressive, indirect tensile, flexural and bond strength at all the ages of concrete. Also modulus of elasticity and bond strength increased by 8.81% and 0.69% respectively at the age 28 days compared with control mixture.
机译:这项研究旨在阐明副产品材料(例如含CK的CKD)在混凝土制造中按重量代替水泥的一部分以及包含在混凝土的不同特性中的作用。将混凝土试样与0%,5%,10%,15%,20%和25%(CKD)和15%(SF)混合,以水泥的部分重量代替(CEM I-52.5N)。新鲜混凝土的性能已经通过可加工性测量坍落度测试进行了评估。尽管已通过在7、28和56天龄下的抗压,劈裂拉伸和弯曲强度测试来评估硬化混凝土的性能,但在28天时使用X射线荧光法评估了粘结强度,弹性模量和化学成分测量。测试结果表明,随着水泥重量的部分替代,混凝土混合物中CK的含量随SF的固定含量的增加而导致新鲜混凝土的可加工性逐渐降低。在混凝土混合物中,以15%SF代替20%CKD作为水泥重量的部分替代品是最佳比例,可以在所有年龄段使用,而不会对机械性能产生任何负面影响,压缩,间接拉伸,挠曲和粘结强度混凝土。与对照混合物相比,在28天龄时,弹性模量和粘结强度分别增加了8.81%和0.69%。

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