再生聚丙烯塑料对沥青和沥青浆特性的影响

Passoli Abelim, Badaba Valerie Leleng Peacequeen, Banakinao Sinko, Ayite Yawovi Mawuenya Xolali Dany
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摘要

沥青是柔性路面施工中使用最广泛的产品。本研究的目的是评估在沥青中加入回收聚丙烯塑料以获得改性沥青的可行性,从而生产出性能优于传统沥青混合料的改性沥青混合料。我们研究了一种沥青混合料,即半粒状沥青混凝土(SGAC14)。我们生产了传统的沥青混合料以及聚丙烯含量分别为 2% 和 4% 的沥青混合料。在进行的所有试验中,性能评估都遵循五项标准:1) 沥青流变特性(环球、渗透性、软化点、延展性)的改善 2) 使用回旋剪切压力机(GCP)压实的适宜性 3) 耐水性 4) 抗车辙性和 5) 马歇尔试验。实验结果表明:聚丙烯含量分别为 1%、2%、3%、4% 和 5%时,改性沥青的流变性能有所改善。在这些试验中,渗透性分别降低了 29%、37%、42%、74% 和 90%,珠状和环状温度分别提高了 0.73%、2.94%、5.5%、6.24% 和 9.17%,回弹率分别提高了 13.82%、21.40%、5.69% 和 4.07%。.聚丙烯含量分别为 2% 和 4% 的改性沥青混合料在 80 回旋处的压实效果优于参考沥青混合料,空隙率分别为 5.5% 和 5.1%,而参考沥青混合料的空隙率为 6.1%。聚丙烯用量分别为 2% 和 4% 时,抗水性有所提高,后者的简单干燥抗压强度变化率分别为 4.84% 和 22%,浸水 7 天后的抗压强度变化率分别为 8.53% 和 19.5%。改善改性沥青混合料的车辙性能:聚丙烯用量分别为 2% 和 4% 时,SGAC14 0 级参考沥青混合料可升级为 SGAC0/14 1 级和 2 级。改性沥青混合料的马歇尔稳定性最好。总之,在 SGAC14 型沥青中加入聚丙烯的可能性已得到证实。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
INFLUENCE DU PLASTIQUE RECYCLE DE TYPE POLYPROPYLENE SUR LES CARACTERISTIQUES DU BITUME ET DE LENROBE BITUMINEUX
Asphalt is the most widely used product in the construction of flexible pavements. The purpose of this study is to evaluate the feasibility of incorporating recycled polypropylene plastic into bitumen to obtain modified asphalt to manufacture modified asphalt mixes that offer better properties than conventional asphalt mixes. A type of asphalt mix has been studied, a semi-grained asphalt concrete (SGAC14). Conventional asphalt mixes as well as asphalt mixes containing 2% and 4% of the polypropylene dosages were manufactured. For all the tests carried out, the performance was evaluated according to five criteria: 1) improvement of the rheological properties of the bitumen (ring balls, penetrability, softening point, ductility) 2) suitability for compaction with the gyratory shear press (GCP) 3) Water resistance 4) rutting resistance and 5) the Marshall Trial. The experimental results showed, among other things: an improvement in the rheological properties of the modified bitumen for the respective polypropylene assays of 1%, 2%, 3%, 4% and 5%. For these assays, respectively, penetrability decreased by 29%, 37%, 42%, 74%, and 90% the temperature of beads and rings increased by 0.73%, 2.94%, 5.5%, 6.24% and 9.17% the springback increased by 13.82%, 21.40%, 5.69% and 4.07%. . The modified asphalt mixes with 2% and 4% polypropylene compact better than the reference asphalt at 80 gyrations with respectively 5.5% and 5.1% voids we have 6.1% voids for the reference asphalt. An increase in water resistance for polypropylene dosages at 2% and 4% respectively the latter offer a variation in simple dry compressive strength of 4.84%, 22% and a variation in compressive strength after 7 days of immersion in water of 8.53%, 19.5%. Improved rutting performance of modified asphalt mixes: The SGAC14 class 0 reference asphalt mixes are upgraded to a class 1 and class 2 SGAC0/14 for 2% and 4% polypropylene dosages respectively. Modified asphalt mixes give the best Marshall stability. Overall, the possibility of incorporating polypropylene into SGAC14 type asphalt has been proven.
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