通过在硅灰中分散可持续的纳米碳热解炭来增强水泥浆复合材料的界面:一种可持续的有效方法

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引用次数: 0

摘要

建筑行业对报废轮胎的再利用进行了离散研究,因为轮胎的积累是全球关注的环境问题。因此,这项工作的重点是了解轮胎废料回收过程中产生的粉末的相互作用,而这一点尚待确定。通过热解处理轮胎废料产生的粉末富含碳且尺寸为纳米级。另一方面,硅灰(SF)作为一种微型材料,被大量用作水泥替代品,以减少对环境的影响。因此,研究了在水泥重量中分别掺入纳米碳热解炭(NCP)(0.5% 和 1%)和硅灰(SF)(0、2.5、5、7.5、10%)作为添加剂和填料的水泥浆体的抗压强度和微观结构特性。采用 50mm3 立方体试样,经过 1、3、7、14 和 28 天后,确定了水泥浆的抗压强度,并检测了样品的耐久性能,如吸水率、快速氯离子渗透性测试和酸性测试。此外,还进行了扫描电子显微镜(SEM)和 X 射线衍射(XRD)分析,以确定微观结构特性。使用有限元分析对立方体进行建模,以验证实验结果与分析结果的一致性。结果表明,在水泥浆中单独添加 NCP 炭(0.5% 和 1%)会降低基体的抗压强度。此外,SF 的有效性直接影响强度特性,并能分离水泥浆中的 NCP 炭的团聚体。在水泥浆中掺入 1%的 NCP 炭纳米混合物和 10%的 SF 微混合物后,抗压强度提高了 18.56%。此外,水泥浆中的纳米/微掺合料会与 Ca(OH)2 发生反应,形成致密的 C-S-H,这是因为它们具有增强能力,因而具有更好的耐久性能。与实验值相比,有限元分析的误差小于 10%。最终,在 NCP 炭的影响下,开发出了新型可持续纳米复合材料。
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Enhancing the Interface of Cement-paste Composite by Dispersing Sustainable Nano-Carbon Pyrolytic Char with Silica fume: A Sustainable and Effective approach
Discrete studies are performed on the reuse of end-of-life tires in the construction industry as their accumulation is a global concern to the environment. In consequence, the desired focus of this work is to understand the interaction of powder derived from recycling process of tire waste which yet to be ascertained. The powder yielded through pyrolysis treatment of tire waste is carbon rich and nano in size. On the other hand, Silica Fume (SF) as a micro material is greatly utilized as cement replacement to reduce the environment impact. Therefore, the compressive strength and microstructure properties of cement paste is investigated by incorporating Nano-Carbon Pyrolytic char (NCP) (0.5% & 1%) and SF (0, 2.5, 5, 7.5, 10%) as an additive and filler, respectively, to the weight of cement. The compressive strength of cement paste is ascertained after 1, 3, 7, 14, & 28 days by employing 50mm3 cube specimen; and the durability properties such as sorptivity, rapid chloride permeability test, and acid test on the samples were examined. Further, Scanning Electron Microscope (SEM) and X-ray Diffraction (XRD) analysis is performed to determine the microstructural properties. Finite element analysis used to model the cubes to validate the experimental findings with analytical results. From the results, the individual addition NCP char (0.5% & 1%) in cement paste reduced the compressive strength of the matrix. Further, the effectiveness of SF directly influences the strength property and separates the agglomerates of NCP char in cement paste. The cement paste incorporated with 1% of NCP char as Nano and 10% SF as micro blends improved the compressive strength by 18.56%. Furthermore, the Nano/micro blends in cement paste reacts with Ca(OH)2 to produce dense C-S-H formation due to their reinforcing capability resulting in better durability properties. Finite element analysis exhibit less than 10% of error compared to experimental values. Eventually, the influence of NCP char results in the development of new sustainable nano composites.
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