含不同比例石墨粉填充物的沥青混凝土机械和电磁性能的实验研究,有望用作无线电气道路的一部分

Orhan Kaya, Hatice Merve Annagur, Olcay Altintas
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引用次数: 0

摘要

本研究通过实验调查了含有五种不同比例石墨粉的沥青混凝土路面的可用性(骨料混合料重量的 0%、1.25%、2.5%、3.75% 和 5%,或填料含量的 0%、25%、50%、75% 和 100%),这些石墨粉可用作无线电气道路 (ER) 的填料。作为研究的一部分,首先确定不含石墨粉的沥青混合料的最佳沥青粘结剂含量为 5%。然后,使用确定的最佳沥青粘结剂含量,制备了含有五种不同比例石墨粉作为填料的沥青混合料,并根据马歇尔混合料设计方法对其机械和体积性能进行了评估。随着沥青混合料中石墨粉比例的增加,它们的马歇尔稳定性、流动性、沥青填充空隙和单位重量测试结果大多有所下降,但它们的空气含量和矿物集料空隙测试结果却有所上升。可能的原因是:(1)石墨粉的体积比重较低;(2)沥青吸收率较高;(3)与石灰石填料相比,石墨粉的表面积较大;(4)片状石墨层之间的结合力较弱。此外,还制备了另一批含有五种不同比例石墨粉的沥青混合料,并在 3-18 GHz 频率范围内测试了其电磁介电常数特性。研究发现,除石墨粉比例为 100%的试样外,其他试样在 8 GHz 以下的透射率都在 50%以上,这表明它们具有相当高的透射率和相当低的正切损耗值。在 3-13 千兆赫的频率范围内,石墨粉比例为 25% 和 50% 的试样的透射率始终高于未添加石墨粉的试样,在该频率范围内的大多数情况下,石墨粉比例为 25% 的试样的透射率最高。考虑到五种不同石墨粉比例的沥青混合料的力学、体积和电磁性能测试结果,可以得出结论:使用 25% 的石墨粉比例(相当于混合料中使用的混合骨料的 1.25%),对沥青混合料的力学和体积性能的负面影响相对较小,而对沥青混合料的电磁介电常数性能有积极影响。使用这种石墨粉比例生产的沥青混合料可被视为无线 ER 的一部分。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Investigation of Mechanical and Electromagnetic Performance of Asphalt Concrete Containing Different Ratios of Graphite Powder as a Filler to be Potentially Used as Part of Wireless Electric Roads
This study experimentally investigates the usability of asphalt concrete pavement containing five different ratios of graphite powder (0%, 1.25%, 2.5%, 3.75% and 5% by weight of the aggregate blend or 0%, 25%, 50%, 75% and 100% of the filler content) as a filler to be potentially used as part of wireless electric roads (ER). As part of the study, first, optimum asphalt binder content for the asphalt mixes without graphite powder was determined as 5%. Then, using the determined optimum asphalt binder content, asphalt mixes containing five different ratios of graphite powder as a filler were prepared and their mechanical and volumetric properties based on Marshall mix design methodology were evaluated. As graphite powder ratios in the asphalt mixes increased, their Marshall stability, flow, voids filled with asphalt and unit weight test results mostly decreased but their air content and voids in mineral aggregate test results increased. Possible reasons for this could be: (1) lower bulk specific gravity of graphite powder, (2) higher asphalt absorbance, (3) having greater surface area compared to that of limestone filler, and (4) weak bonds between sheet-like graphite layers. Furthermore, another batch of asphalt mixes containing five different ratios of graphite powder were prepared and tested in the frequency range of 3–18 GHz for their electromagnetic permittivity properties. It was observed in this study that, except for the specimens with 100% graphite powder ratios, transmission magnitudes of all specimens were above 50% up to 8 GHz, indicating that they had comparably high transmission magnitudes so as comparably low tangent loss values. In the frequency range of 3–13 GHz, transmission magnitudes of the specimens with 25% and 50% graphite powder ratios were consistently higher than that having no graphite powder, the ones with 25% powder ratios had the highest transmission magnitudes in most of the cases in this frequency range. Considering the mechanical, volumetric and electromagnetic property test results of the asphalt mixes with five different ratios of graphite powder, it can be concluded that the use of 25% graphite powder ratio (corresponding to 1.25% of the aggregate blend used in the mixes), has a comparably lower negative effect on mechanical and volumetric properties of asphalt mixes and has a positive effect on electromagnetic permittivity properties of asphalt mixes. Asphalt mixes produced with this graphite powder ratio can be considered to be used as part of wireless ER.
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