Nciri Nader, Kim Namho, Cho Namjun
School of Industrial Design Architectural Engineering, Korea University of Technology & Education, 1600 Chungjeol-ro, Byeongcheon-myeon, Dongnam-gu, Cheonan, Chungnam 31253, Korea.
School of Energy Materials Chemical Engineering, Korea University of Technology & Education, 1600 Chungjeol-ro, Byeongcheon-myeon, Dongnam-gu, Cheonan, Chungnam 31253, Korea.
Polymers (Basel). 2021 Jun 14;13(12):1963. doi: 10.3390/polym13121963.
To uncover the potential benefits of discarded chewing gum (DCG) as a performance-enhancing modifier for road pavement applications, its influence on the asphalt binder's attributes was profoundly examined. The base AP-5 asphalt along with its specimens dosed with various fractions of DCG (e.g., 3, 6, and 9 wt%) were analyzed by Fourier transform-infrared spectroscopy (FT-IR), X-ray diffraction (XRD), thin-layer chromatography-flame ionization detection (TLC-FID), scanning electron microscopy (SEM), atomic force microscopy (AFM), thermogravimetric analysis (TGA), and differential scanning calorimetry (DSC). Brookfield viscometer, ring and ball softening point, needle penetration, and dynamic shear rheometer (DSR) tests were adopted to inspect the physical and rheological changes of asphalt cement after DCG incorporation. FT-IR disclosed that the asphalt-gum interaction was not chemical but physical in nature, whilst XRD demonstrated the existence of talc filler in DCG, which may confer the bituminous mixes with exceptional engineering properties. Iatroscan analysis evinced that the gum treatment particularly altered the aromatic and resin fractions; meanwhile, the content of saturates and asphaltenes remained relatively unchanged. SEM divulged that the DCG has a complete dissolution within the bitumen matrix, which becomes rougher due to higher dose administration. AFM revealed that the steady gum introduction amplified the size of bee-like structures, shrunk their -phase domains, and wiped out the -phase domains entirely. TGA/DTGA/DSC data highlighted that the high-temperature-stable additive slightly affected the thermal properties of blends. DSR and empirical rheological tests showed that the waste gum made the bitumen less vulnerable to heat and tender, thereby boosting its resistance against fatigue cracking at intermediate service temperatures. On top of that, DCG widened the thermal window of bitumen performance grade (PG), and preserved its viscosity at standard temperatures, leading to maintaining an appropriate workability for asphalt mix. In brief, the use of discarded chewing gum as an asphalt modifier is feasible and could mitigate plastic pollution and provide durable roadways by delivering superior performance.
为了揭示废弃口香糖(DCG)作为道路路面性能增强改性剂的潜在益处,深入研究了其对沥青结合料性能的影响。采用傅里叶变换红外光谱(FT - IR)、X射线衍射(XRD)、薄层色谱 - 火焰离子化检测(TLC - FID)、扫描电子显微镜(SEM)、原子力显微镜(AFM)、热重分析(TGA)和差示扫描量热法(DSC)对基础AP - 5沥青及其添加不同比例DCG(如3%、6%和9%重量比)的试样进行了分析。采用布鲁克菲尔德粘度计、环球法软化点、针入度和动态剪切流变仪(DSR)试验来检测加入DCG后沥青胶结料的物理和流变变化。FT - IR表明沥青与口香糖的相互作用本质上不是化学作用而是物理作用,而XRD证明DCG中存在滑石粉填料,这可能赋予沥青混合料优异的工程性能。Iatroscan分析表明口香糖处理尤其改变了芳烃和树脂组分;同时,饱和烃和沥青质的含量相对保持不变。SEM显示DCG在沥青基质中完全溶解,随着添加量增加沥青基质变得更粗糙。AFM表明持续加入口香糖会增大蜂状结构的尺寸,缩小其β相域,并完全消除α相域。TGA/DTGA/DSC数据突出显示这种高温稳定添加剂对共混物的热性能影响较小。DSR和经验流变试验表明废口香糖使沥青更耐热且更柔韧,从而提高其在中等使用温度下抵抗疲劳开裂的能力。除此之外,DCG拓宽了沥青性能等级(PG)的热窗口,并在标准温度下保持其粘度,从而使沥青混合料保持适当的工作性。简而言之,使用废弃口香糖作为沥青改性剂是可行的,并且可以减轻塑料污染,并通过提供卓越性能来建造耐用的道路。