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Properties of calcium aluminate blended cement incorporating iron-rich slag: Evolution over a curing period of 1 year

机译:铝酸钙混纺水泥的性质掺入铁 - 富含铁的渣:1年固化期的演变

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With an outlook directed towards circular economy, the valorization of municipal waste streams and industrial residues has recently conveyed a variety of novel industrial by-products to various applications such as supplementary cementitious materials (SCM) in cement blends or as precursors to inorganic polymers. Despite the synergistic benefits on recycling, reducing the cost and the carbon footprint of cements, the use of such non-conventional SCM is often limited to ordinary Portland cement (OPC)-based formulations. This study investigates the properties of a calcium aluminate cement (CAC)-based blend incorporating 30 wt% of iron (Fe)-rich slag produced at pilot scale from an industrial lead-zinc production. Compressive and flexural strength (EN 196-1 standard mortars), setting time, dimensional stability (Walter + Bai shrinkage measuring test), early hydration reactions (isothermal calorimetry), and phase assemblage evolution (XRD and TGA) were followed from 1 day to 1 year of curing period for both the slag-containing- and a corresponding reference cement formulation. Additionally, a fast non-destructive technique for quantifying the degree of slag hydration is demonstrated using a combination of X-ray computed tomography (XCT) and volume analysis based on grayscale threshold segmentation. The results from the different techniques suggest the long term (28 days) reactivity of the slag with the slag-containing mortars attaining a comparable compressive strength of 39 MPa versus 41 MPa of the corresponding reference mortars at 90 days. Likewise, the prominent contribution of the slag to the hydration reactions is manifested by the differences in the evolution of the phase assemblage of the two formulations. The degree of slag hydration was calculated to progressively increase over time reaching up to 49% after 1 year of hydration based on the XCT scans. These results along with the long term dimensional stability of the slag-containing formulation support the potential for valorization of the Fe-rich slag as SCM in the CAC-based blend. (C) 2021 Elsevier Ltd. All rights reserved.
机译:随着朝向循环经济的展望,市政废物流和工业残留物的储价最近将各种新型工业副产物传达给水泥共混物中的补充水泥材料(SCM)等各种应用,或作为无机聚合物的前体。尽管对回收的协同效益,但降低了水泥的成本和碳足迹,但这种非传统SCM的使用通常仅限于普通的波特兰水泥(OPC)的配方。本研究研究了铝酸钙水泥(CAC)的性质,其包含30wt%的铁(Fe)-RICH渣在从工业铅锌生产中产生的。压缩和弯曲强度(EN 196-1标准砂浆),设定时间,尺寸稳定性(Walter + Bai收缩测量测试),早期水合反应(等温热量测定法)和相位组合进化(XRD和TGA)均为1天至含渣的1年固化时段和相应的参考水泥配方。另外,使用基于灰度阈值分割的X射线计算机断层扫描(XCT)和体积分析的组合来说明用于量化炉渣水合度的快速非破坏性技术。来自不同技术的结果表明,炉渣的长期(& 28天)的长期(& 28天)的反应性,其含有炉渣的砂浆在90天时达到相应的参考砂浆的39MPa与41MPa的相当抗压强度。同样地,炉渣对水合反应的突出贡献表现出两种制剂的相组合的演化的差异。基于XCT扫描,计算炉渣水合度逐渐增加,达到高达49%的时间达到49%。这些结果随着含渣的制剂的长期尺寸稳定性支持富含Fa-Rich渣的储存作为SCM的CAC的混合物的潜力。 (c)2021 elestvier有限公司保留所有权利。

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