中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2023, Vol. 42 ›› Issue (9): 50-56.DOI: 10.3969/j.issn.1674-0696.2023.09.07

• 交通+大数据人工智能 • 上一篇    

高黏改性沥青胶体体系稳定性研究

程志豪1,2,梁乃兴1,张莹莹2,周沛延2,黎晓2   

  1. (1. 重庆交通大学 土木工程学院 重庆 400074; 2. 云南省交通规划设计研究院有限公司 云南 昆明 650041)
  • 收稿日期:2021-03-02 修回日期:2022-08-19 发布日期:2023-10-16
  • 作者简介:程志豪(1985—),男,河南信阳人,高级工程师,博士研究生,主要从事沥青路面功能性改善技术研究。E-mail:13677147@qq.com
  • 基金资助:
    云南省基础研究计划项目(202301AT070413),重庆市研究生联合培养基地建设项目(JDLHPYJD2021011),云南省交通运输厅科技项目(2017(A)01,2021-86-1,2022-81)

Colloidal System Stability of High Viscosity Modified Asphalt

CHENG Zhihao1,2, LIANG Naixing1, ZHANG Yingying2, ZHOU Peiyan2, LI Xiao2   

  1. (1. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China; 2. Yunnan Transportation Planning, Design and Research Institute Co., Ltd., Kunming 650041, Yunnan, China)
  • Received:2021-03-02 Revised:2022-08-19 Published:2023-10-16

摘要: 为准确量化评价高黏改性沥青胶体体系稳定性,通过絮凝滴定试验观测了不同样品在3种稀释浓度下的透光率和初始絮凝点;分析了样品溶液絮凝比FR、稀释度C的变化规律及胶体结构Heithaus参数,计算了不同样品溶液处于絮凝点时的不溶性值IN以及溶解调和值SBN。结果表明:通过絮凝滴定试验过程中透光率-时间曲线获取的材料絮凝比FR和稀释度值C均能呈现很好的线性关系;从溶解度参数角度可以论证采用胶溶状态指数P综合评价样品中沥青质的被胶溶性和可溶质的胶溶能力是有特定的物理表征意义,掺加高黏改性剂使得基质沥青胶溶状态指数P逐渐减小,胶体结构稳定性降低明显;随着高黏改性剂掺量增加材料胶体体系逐渐由相对稳定的相容状态趋于不稳定,会产生沥青质絮凝或者相分离现象;通过试验结果可建立有较好相关性的软化点差ΔTR&B和P值曲线;若以现行规范要求软化点差不大于2.5 ℃为基准,该种高黏改性沥青对应的临界胶溶状态指数P值为2.876,其胶体体系保持相对稳定的临界掺量约为6.4%左右;絮凝滴定方法是一种可以量化评价样品胶体体系整体稳定性的方法。

关键词: 道路工程;高黏改性沥青;胶体体系;稳定性;Heithaus参数;溶解调合值;不溶性值

Abstract: In order to accurately quantify and evaluate the colloidal system stability of high viscosity modified asphalt, the light transmittance and initial flocculation point of different samples at three dilution concentrations were observed by flocculation titration test. The variation rule of flocculation ratio (FR) and dilution of samples (C) as well as the Heithaus parameter of the colloidal structure were analyzed. The insolubility value (IN)and solubility coordination value (SBN) of different sample solutions at the flocculation point were calculated. The results show that the material flocculation ratio (FR) and dilution value C obtained from the transmittance-time curve during the flocculation titration test have a good linear fitting relationship. From the perspective of solubility parameters, it can be demonstrated that using the gelation state index P to comprehensively evaluate the gelation solubility of asphaltene and the gelation ability of soluble substances in the sample has a specific physical characterization significance. With the addition of high viscosity modified materials, the gelation state index P decreases gradually, and the stability of colloidal structure decreases obviously. As the amount of high viscosity modifier increases, the material colloid system gradually tends to become unstable from a relatively stable compatibility state, resulting in asphaltene flocculation or phase separation phenomena. The curve of ΔTR&B and P value with better correlation could be established through experiment results. Based on the current specification requirement that the softening point difference should not exceed 2.5 ℃, the critical solubility index P value corresponding to this kind of high viscosity modified asphalt is 2.876, and the critical dosage for its colloidal system to maintain relative stability is about 6.4%. Flocculation titration method is a quantitative method to evaluate the overall stability of sample colloid system.

Key words: highway engineering; high viscosity modified asphalt; colloidal system; stability; Heithaus parameters; solubility value; insolubility value

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