道路沥青球70/100的理化性质研究

S. Satayeva, B. Khamzina, D. Nazarova, A.G. Abdrakhmanova, Zh.T. Yerzhanova, A.Zh. Kazhimova
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摘要

哈萨克斯坦共和国公路运营实践表明,公路沥青混凝土路面的耐久性远远低于标准条件。因此,如果不使用新的、先进的材料和技术,保持道路处于满足交通流量要求的状态是不可能的。影响路面使用寿命急剧下降的主要因素是在沥青混凝土混合物中使用劣质沥青作为粘结剂,因为微裂缝主要在其薄膜中发展。工作的目标。本文对阿克套沥青厂70/110级ORB(油路沥青)沥青的物理力学性能进行了研究。方法。为改善沥青的使用性能,利用聚乙烯和聚苯乙烯废料对沥青进行了改性。结果和讨论。结果表明,掺加改性添加剂后,沥青的主要指标均有改善。聚乙烯:针入深度从70 mm下降到61 mm,沥青的延伸性下降了52 cm,表明其塑性和弹性得到了改善,沿环和球的软化温度从49℃上升到59℃,导致沥青的变形倾向降低,脆性温度在正常范围内-不低于-20℃。当使用聚苯乙烯时,表征沥青硬度的渗透从70 mm下降到61 mm;沥青的延伸性增加了10厘米,这表明由于产生的结构网络的存在,弹性和强度得到了改善。结论。沥青的软化温度升高,导致其耐热性和粘度的改善。
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STUDY OF PHYSICO-CHEMICAL PROPERTIES OF ROAD BITUMEN ORB 70/100
The practice of the motor roads operation in the Republic of Kazakhstan shows that the durability of asphalt concrete pavements on them is much lower than the standard terms. Therefore, maintaining roads in a condition, whichmeets the requirements of traffic flows is impossible without the use of new, progressive materials and technologies. The main factor influencing a sharp decrease in the service life of the road surfaces is the use of low-quality bitumen as a binder in asphalt concrete mixtures, since microcracks develop mainly in its film.The goal of the work. In this paper, the physical and mechanical properties of bitumen of the grade ORB(oil road bitumen) 70/110 of the Aktau bitumen plant have beenstudied. Methods.To improve the operational characteristics of bitumen, modification with polyethylene and polystyrene waste has beencarried out.Results and discussion.It has beenshown that after the addition of the modifying additives, the main indicators of bitumen have improved. For polyethylene: the depth of needle penetration has decreased from 70 down to 61 mm, the extensibilityof bitumenhas decreased by 52 cm, which indicates an improvement in the plasticity and elasticity, the softening temperature along the ring and ball has increased from 49 up to 59 °C, which leads to reducingthe tendency of bitumen deformation, and the brittleness temperature has beenwithin the normal range -not less than -20 °C. In case of using polystyrene, the penetration characterizing the bitumen hardness decreases from 70 mm down to 61 mm; the extensibilityof bitumen increases by 10 cm, which indicates an improvement in the elasticity and strength, due to the presence of the resulting structural network. Conclusion. The softening temperature of bitumen increases, which leads to an improvement in the heat resistance and viscosity.
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