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掺加石墨矿和石墨尾矿的铁尾矿基水泥砂浆的对比研究:强度性能与微观结构

Comparative Study of Iron-Tailings-Based Cementitious Mortars with Incorporated Graphite Ore and Graphite Tailings: Strength Properties and Microstructure.

作者信息

Zhang Jiale, Wei Qi, Zhang Na, Zhang Shuai, Zhang Yihe

机构信息

Engineering Research Center of Ministry of Education for Geological Carbon Storage and Low Carbon Utilization of Resources, China University of Geosciences (Beijing), Beijing 100083, China.

Beijing Key Laboratory of Materials Utilization of Nonmetallic Minerals and Solid Wastes, China University of Geosciences (Beijing), Beijing 100083, China.

出版信息

Materials (Basel). 2023 May 15;16(10):3743. doi: 10.3390/ma16103743.

Abstract

Graphite ore and graphite tailings were blended into iron-tailings-based cementitious mortars, and their mechanical properties and microstructure were experimentally investigated. The flexural and compressive strengths of the resulting material were tested to compare the effects of graphite ore and graphite tailings as supplementary cementitious materials and fine aggregates on the mechanical properties of iron-tailings-based cementitious mortars. Additionally, their microstructure and hydration products were mainly analyzed using scanning electronic microscope and X-ray powder diffraction techniques. The experimental results showed that the mechanical properties of the mortar material incorporating graphite ore were reduced due to the lubricating properties of graphite ore. As a result, the unhydrated particles and aggregates were not tightly bound to the gel phase, making the direct application of graphite ore in construction materials unfeasible. In the iron-tailings-based cementitious mortars prepared in this work, the optimal incorporation rate of graphite ore as a supplementary cementitious material was 4 wt%. The compressive strength of the optimal mortar test block after 28 days of hydration was 23.21 MPa, and the flexural strength was 7.76 MPa. The mechanical properties of the mortar block were found to be optimal with a graphite-tailings content of 40 wt% and an iron-tailings content of 10 wt%, resulting in a 28-day compressive strength of 48.8 MPa and a flexural strength of 11.7 MPa. By observing the microstructure and XRD pattern of the 28-day hydrated mortar block, it was determined that the hydration products of the mortar with graphite tailings as an aggregate included ettringite, Ca(OH), and C-A-S-H gel.

摘要

将石墨矿石和石墨尾矿掺入以铁尾矿为基础的水泥基砂浆中,并对其力学性能和微观结构进行了实验研究。测试了所得材料的抗折强度和抗压强度,以比较石墨矿石和石墨尾矿作为辅助胶凝材料及细骨料对以铁尾矿为基础的水泥基砂浆力学性能的影响。此外,主要利用扫描电子显微镜和X射线粉末衍射技术分析了它们的微观结构和水化产物。实验结果表明,由于石墨矿石的润滑性能,掺入石墨矿石的砂浆材料的力学性能有所降低。因此,未水化颗粒和骨料与凝胶相没有紧密结合,使得石墨矿石直接应用于建筑材料不可行。在本研究制备的以铁尾矿为基础的水泥基砂浆中,石墨矿石作为辅助胶凝材料的最佳掺入率为4wt%。水化28天后最佳砂浆试块的抗压强度为23.21MPa,抗折强度为7.76MPa。发现当石墨尾矿含量为40wt%、铁尾矿含量为10wt%时,砂浆试块的力学性能最佳,28天抗压强度为48.8MPa,抗折强度为11.7MPa。通过观察28天水化砂浆试块的微观结构和XRD图谱,确定以石墨尾矿为骨料的砂浆的水化产物包括钙矾石、Ca(OH)和C-A-S-H凝胶。

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