集料组配对聚醚型聚氨酯混合料路用性能影响评价

doi:10.16552/j.cnki.issn1001-1625.2025.0539

硅酸盐通报 ›› 2025, Vol. 44 ›› Issue (12): 4646-4658.DOI: 10.16552/j.cnki.issn1001-1625.2025.0539

• 道路材料 • 上一篇

集料组配对聚醚型聚氨酯混合料路用性能影响评价

谢治天¹, 王明玉², 孙传夏³, 史良³, 霍春辉²

1.北京市市政工程研究院,北京 100037;
2.北京建筑大学土木与交通工程学院,北京 100044;
3.河南省交通事业发展中心,郑州 450000

收稿日期:2025-05-30 修订日期:2025-07-26 出版日期:2025-12-15 发布日期:2025-12-30
通信作者: 王明玉,硕士研究生。E-mail:Wangmy201108@163.com
作者简介:谢治天(1992—),男,博士,助理研究员。主要从事地下工程方面的研究。E-mail:2472635819@qq.com
基金资助:
国家重点研发计划(2022YFB2601902);国家自然科学基金联合基金重点项目(U2233210);北京建工集团“揭榜挂帅”制科技项目(RGGA500620230001);北京学者基金(NO.067)

Effect Evaluation of Aggregate Composition on Road Performance of Polyether Polyurethane Mixture

XIE Zhitian¹, WANG Mingyu², SUN Chuanxia³, SHI Liang³, HUO Chunhui²

1. Beijing Municipal Engineering Research Institute, Beijing 100037, China;
2. School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecure, Beijing 100044, China;
3. Transportation Development Center of Henan Provincial, Zhengzhou 450000, China

Received:2025-05-30 Revised:2025-07-26 Published:2025-12-15 Online:2025-12-30

摘要/Abstract

摘要： 为了研究集料组配对聚醚型聚氨酯混合料(PPUM)性能的影响,本文采用PC-13级配,设计了PPUM的三种集料组配方案(全石灰岩(PC-1)、石灰岩+玄武岩(PC-2)及全玄武岩(PC-3)),分别评价了集料组配及热氧老化、紫外辐照、水三种环境因素对PPUM路用性能的影响,揭示了PPUM的性能演变规律并建立了性能影响预测模型。结果表明:在三种集料组配中PC-1路用性能最差,PC-3路用性能最优,PC-2路用性能较PC-3有所下降,但下降幅度不超过10%;三种集料组配的PPUM性能衰变规律相似,均表现为紫外辐照和热氧老化对PPUM的高温性能基本无影响,而对间接拉伸强度、低温性能和水稳定性影响显著,反复冻融循环对PPUM水稳定性影响显著;建立的环境因素对性能影响的预测模型具有较高的拟合精度。

关键词: 聚醚型聚氨酯混合料, 石灰岩, 玄武岩, 集料组配, 路用性能, 影响评价

Abstract: To investigate the effect of aggregate composition on the performance of polyether polyurethane mixture (PPUM), this study employed the PC-13 gradation and designed three aggregate composition schemes of PPUM (full limestone (PC-1), limestone+basalt (PC-2) and full basalt (PC-3)). The effects of aggregate composition and three environmental factors of thermal-oxidative aging, ultraviolet radiation and water on the road performance of PPUM were evaluated, respectively. The performance evolution law of PPUM was revealed and the prediction model of performance impacts was established. The results show that the road performance of PC-1 is the worst among the three aggregate compositions, and the road performance of PC-3 is the best. The road performance of PC-2 is lower than that of PC-3, but the decrease is not more than 10%. The performance decay law of PPUM with three aggregate compositions is similar, which shows that ultraviolet radiation and thermal-oxidative aging have no effect on the high temperature performance of PPUM, but have a significant effect on indirect tensile strength, low temperature performance and water stability performance. Repeated freeze-thaw cycles have a significant effect on the water stability performance of PPUM.The established prediction model of environmental factors on performance has high fitting accuracy.

Key words: polyether polyurethane mixture, limestone, basalt, aggregate composition, road performance, impact evaluation

中图分类号:

U414

谢治天, 王明玉, 孙传夏, 史良, 霍春辉. 集料组配对聚醚型聚氨酯混合料路用性能影响评价[J]. 硅酸盐通报, 2025, 44(12): 4646-4658.

XIE Zhitian, WANG Mingyu, SUN Chuanxia, SHI Liang, HUO Chunhui. Effect Evaluation of Aggregate Composition on Road Performance of Polyether Polyurethane Mixture[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2025, 44(12): 4646-4658.

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集料组配对聚醚型聚氨酯混合料路用性能影响评价

Effect Evaluation of Aggregate Composition on Road Performance of Polyether Polyurethane Mixture

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