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Waste marble dust: An interesting residue to produce cement

机译:大理石废料:生产水泥的有趣残留物

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The objective of the present study was to establish the technological and regulatory viability of using marble industry waste as additive in Portland cement. Six clinker and marble dust mixtures were prepared (M-1 = 0%; M-2 = 5%; M-3 = 10%, M-4 = 15%; M-5 = 20%, M-6 = 25%), varying the percentage of marble dust added from 0 to 25% of total clinker weight in the cementing mixture. Results obtained showed that the mineralogical composition of marble dust is based on the presence of CaO, and physicochemical analysis confirmed its feasibility as a pure and clean by-product. Regarding the fresh state of the cement samples, it is interesting to note that i) The paste workability varies according to the percentage addition, and water percentage values are similar to or lower than those in the control series, and ii) Expansion values of samples with marble dust addition are the same as those of the control series, with samples M-2, M-4, and M-6 reaching a value of 1 mm. Moreover, flexural-tensile strength test results at 365 days are identical for samples M-1, M-2, and M-3 to those for the control series. Flexural-tensile strength resistance data are always lower for samples M-4, M-5, and M-6 than for the control series, although this difference is reduced at higher curing ages. Compression resistance is higher in samples with percentage additions up to 10% than in the control series. Compression resistance at curing ages of 90 and 365 days was >50% of reference resistance values at 28 days. The most important conclusions regarding the cementing mixture presented in this study are that: i) it meets physicochemical criteria for the utilization of marble dust as by-product in the preparation of CEM-II cement; ii) it meets the criteria in UNE-EN 196-3 for any resistance class according to tests conducted on the cementing paste in fresh state; and iii) it can be classified as CEM-II in accordance with RC-16 guidelines, with a resistance class that varies as a function of the percentage addition of marble dust. Finally, with respect to the technical feasibility of using ornamental marble fabrication waste as additive to clinker to form a cementing mixture, the optimal percentage addition is 10% to obtain CEM-II (32.5 N), CEM-II (32.5 R), and CEM-II (42.5 N). (C) 2019 Elsevier Ltd. All rights reserved.
机译:本研究的目的是建立使用大理石工业废料作为硅酸盐水泥添加剂的技术和法规可行性。制备了六种熟料和大理石粉尘混合物(M-1 = 0%; M-2 = 5%; M-3 = 10%,M-4 = 15%; M-5 = 20%,M-6 = 25% ),将胶结混合物中添加的大理石粉尘百分比从熟料总重量的0%更改为25%。所得结果表明,大理石粉尘的矿物学组成是基于CaO的存在,而理化分析证实了其作为纯净清洁副产品的可行性。关于水泥样品的新鲜状态,有趣的是,i)浆料的可加工性根据添加的百分比而变化,并且水百分比值与对照系列中的相似或更低,并且ii)样品的膨胀值添加大理石粉尘的样品与控制系列的样品相同,样品M-2,M-4和M-6的值达到1 mm。此外,样品M-1,M-2和M-3在365天的抗弯曲强度测试结果与对照系列的相同。样品M-4,M-5和M-6的抗弯曲强度强度数据始终比对照系列低,尽管在更高的固化年龄下这种差异有所减小。样品的抗压强度比对照组高10%。在90和365天的固化年龄下的抗压强度是28天时参考抗压强度值的> 50%。这项研究中有关胶结剂混合物的最重要结论是:i)符合理化标准,用于制备CEM-II胶结剂时利用大理石粉尘作为副产品; ii)根据在新鲜状态下对水泥浆进行的测试,它符合UNE-EN 196-3中任何抵抗等级的标准; iii)可以根据RC-16指南归类为CEM-II,其电阻等级随大理石粉尘添加百分比的变化而变化。最后,关于使用观赏大理石加工废料作为熟料添加剂形成水泥混合物的技术可行性,最佳添加百分比为10%,以获得CEM-II(32.5 N),CEM-II(32.5 R)和CEM-II(42.5 N)。 (C)2019 Elsevier Ltd.保留所有权利。

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