[1]张蓓,杨荷,郝梅美,等.抗凝冰冷拌沥青超薄耐磨层路用性能与应用[J].郑州大学学报(工学版),2027,48(XX):1-8.[doi:10.13705/j.issn.1671-6833.2026.04.016]
　ZHANG Bei,YANG He,HAO Meimei,et al.The Road Performance and Application of Anti-icing Cold-mixed Asphalt Ultra-thin Wear-resistant Layer[J].Journal of Zhengzhou University (Engineering Science),2027,48(XX):1-8.[doi:10.13705/j.issn.1671-6833.2026.04.016]
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抗凝冰冷拌沥青超薄耐磨层路用性能与应用()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
48
期数:
2027年XX
页码:
1-8
栏目:
出版日期:
2027-12-10

文章信息/Info

Title:
The Road Performance and Application of Anti-icing Cold-mixed Asphalt Ultra-thin Wear-resistant Layer
作者:
张蓓1,2,3, 杨荷1,2,3, 郝梅美1,2,3, 钟燕辉1,2,3, 付邵炜4, 王圣喆5
1. 郑州大学 水利与交通学院,河南 郑州 450001;2. 重大基础设施检测修复技术国家地方联合工程实验室,河南郑州 450001;3. 地下基础设施非开挖技术国际联合研究中心,河南 郑州 450001;4. 比亚迪股份有限公司,广东 深圳 518118;5. 河南九一环保科技股份有限公司,河南 荥阳 450045
Author(s):
ZHANG Bei1,2,3, YANG He1,2,3, HAO Meimei1,2,3, ZHONG Yanhui1,2,3, FU Shaowei4, WANG Shengzhe5
1. School of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, China; 2. National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Zhengzhou 450001, China; 3. International Joint Research Center for Trenchless Technology of Underground Infrastructure, Zhengzhou 450001, China 4. BYD Company Limited, Shenzhen 518118, China; 5. Henan Jiuyi Environmental Protection Technology Co. , Ltd. , Xingyang 450045, China
关键词:
抗凝冰; 冷拌沥青; 超薄耐磨层; 路用性能; 融冰效果; 道路养护
Keywords:
anti-icing;  cold-mixed asphalt;  ultra-thin wear-resistant layer;  road performance;  ice-melting effect;  road maintenance
分类号:
U414，U416.217
DOI:
10.13705/j.issn.1671-6833.2026.04.016
文献标志码:
A
摘要:
为了提升冬季冷拌沥青路面的融雪除冰性能，对冷拌沥青超薄耐磨层的机械性能和抗凝冰性能进行研究，提出以缓释型抗凝冰颗粒等体积替代3~5 mm碎石，制备抗凝冰型冷拌沥青超薄耐磨层，并系统开展其路用性能评价与融冰率预测模型研究。试验结果表明：抗凝冰颗粒的掺量（质量分数，下同）不超过4%时，混合料的高温稳定性、低温抗裂性能和水稳定性均满足规范要求，2%掺量下动稳定度达到最大值5 583.31次/mm。融冰率与抗凝冰颗粒掺量呈非线性关系，掺量3%时融冰率达23.4%，较低的掺量提升显著，满足规范要求。构建了考虑掺量和温度双因素的融冰率预测模型，拟合优度R^2>0.93，能有效指导路面抗凝冰材料的配比设计。
Abstract:
In order to enhance the snow melting and ice removal performance of cold-mixed asphalt pavement in winter, the mechanical properties and anti-icing performance of the ultra-thin wear-resistant layer of cold-mixed asphalt were studied. It was proposed to replace 3-5 mm crushed stones with sustained-release anti-icing particles in equal volume to prepare anti-icing cold-mixed asphalt ultra-thin wear-resistant layer. And research was systematically carried out on its road performance evaluation and ice-melting rate prediction models. The test results showed that when the dosage (mass fraction, the same below) of anti-icing particles did not exceed 4%, the high-temperature stability, low-temperature crack resistance and water stability of the mixture all met the specification requirements. At a dosage of 2%, the dynamic stability reached the maximum value of 5 583.31 times/mm. The ice-melting rate had a nonlinear relationship with the dosage of anti-icing particles, and when the dosage was 3%, the ice-melting rate reached 23.4%, and the improvement was more significant at lower dosages, meeting the specification requirements. A prediction model for the ice-melting rate considering both dosage and temperature factors was constructed, and the goodness of fit R^2 was greater than 0.93. It could effectively guide the mix design of anti-icing materials for road surfaces.

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备注/Memo

备注/Memo:
收稿日期:2026-03-02;修订日期:2026-03-30
基金项目:国家自然科学基金资助项目(52478477) ;河南省自然科学基金交叉学科创新研究群体项目(252300421827)
作者简介:张蓓(1968— ) ,女,河南南阳人,郑州大学教授,博士,博士生导师,主要从事交通及岩土基础工程安全防护理论与技术研究,E-mail:beizhang@ zzu. edn. cn。
通信作者:郝梅美(1988— ) ,女,河南林州人,郑州大学副研究员,博士,主要从事水利与交通基础设施安全防护理论与技术研究,E-mail:mmhao@zzu. edn. cn。
更新日期/Last Update: 2026-04-08