轻质油再生剂的制备及冷再生混合物的性能研究

Xiaofeng Huang, Cheng Xie, J. Chen, Junhui Luo, Di Wei
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引用次数: 0

摘要

为了充分利用老化沥青,本文研制了一种用于冷拌的轻质油再生剂,并通过再生沥青的性能试验,研究了再生剂的配比与再生效果。再生剂配比由60℃运动粘度、老化前后质量损失、沥青三项指标确定。热重分析确定了再生沥青的四组分比,并通过15℃劈裂和20℃压缩试验确定了再生沥青混合料的力学性能。最后,通过车辙试验、低温弯曲试验和干湿劈裂试验对再生沥青混合料的路用性能进行了分析。当轻基础油:增塑剂:稳定平衡剂:渗透剂:抗老化剂的质量比为80:20:25:8:5时,再生效果良好。加入8%的再生剂后,将再生沥青与再生沥青进行比较。饱和烃和芳烃含量增加,树脂和沥青质含量减少。再生沥青的四组分含量与新沥青相近。力学性能试验表明,再生剂的最佳掺量为0.9%。随着RAP含量的增加,水稳定性和低温抗裂性也有所提高,高温稳定性降低。但仍满足再生规范的要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on preparation of light oil regenerant and performance of cold recycled mixture
In order to make full use of aged asphalt, a light oil regenerant for cold mixing was prepared in this paper, and the ratio of regenerant and regeneration effect was studied through the performance test of recycled asphalt. The ratio of regenerant was determined by 60 °C kinematic viscosity, mass loss before and after aging, and asphalt three indicators. The thermogravimetric analysis determined the four-component ratio of recycled asphalt, and the mechanical properties of the recycled asphalt mixture were determined by the 15 °C splitting and 20 °C compression tests. Finally, the road performance of the recycled asphalt mixture was analyzed by rutting, low-temperature bending, and dry-wet splitting tests. When the mass ratio of light base oil: plasticizer: stable equilibrium agent: penetrant: the anti-aging agent is 80:20:25:8:5, it has a good regeneration effect. After adding 8% regenerant, the regenerated asphalt is compared with the recycled asphalt. The content of saturates and aromatics increases, and the content of resins and asphaltenes decreases. The four-component content of recycled asphalt is close to that of new asphalt. The mechanical properties test shows that the optimum content of the regenerant is 0.9%. With increased RAP content, the water stability and low-temperature crack resistance are also improved, and the high-temperature stability is reduced. However, it still meets the requirements of the regeneration specification.
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