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摘要
为提高现有水性环氧微表处混合料的低温性能,使用丁苯胶乳(SBR)改性剂与聚乙烯醇(PVA)纤维制备PVA纤维-水性环氧微表处混合料。研究结果表明,过多的SBR掺量会对微表处混合料的路用性能带来负面影响;PVA纤维可明显改善微表处混合料的低温性能,并且在PVA纤维掺量为0.2%时,PVA纤维可以均匀地分布在微表处混合料中,与沥青形成结构物,此时微表处混合料耐磨耗性能、抗轮辙变形性能与抗滑性能最好。综合考虑,推荐PVA纤维-水性环氧微表处混合料中SBR最佳掺量为3%,PVA纤维最佳掺量为0.2%。
Abstract
In order to improve the low temperature performance of the existing waterborne epoxy(EP) micro surfacing mixture,the PVA fiber waterborne EP micro surfacing mixture was prepared by using styrene butadiene latex (SBR) modifier and polyvinyl alcohol (PVA) fiber.The wet wheel wear test,wheel tracking deformation test and low-temperature bending test were used to evaluate the wear resistance,wheel tracking deformation resistance and low-temperature crack resistance of the mixture.The pendulum friction meter and manual sand paver were used to measure the pendulum value (BPN) and structural depth (TD) of the mixture,so as to evaluate its pavement performance.The distribution of the PVA in micro surfacing mixture was observed by scanning electron microscope (SEM).The results shown that:too much SBR content will have negative impact on the road performance of the mixture.PVA fiber can significantly improve the low temperature performance of the mixture,and when the PVA content was 0.2%,PVA fiber can be evenly distributed in the mixture,and formed the structure with asphalt,and the mixture had the wear resistance and wheel tracking resistance.The optimum content of SBR and PVA fiber in the mixture was 3% and 0.2% respectively.
关键词
聚乙烯醇纤维
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丁苯胶乳
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水性环氧微表处
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低温性能
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路用性能
Key words
PVA fiber
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SBR
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waterborne epoxy micro surfacing
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low temperature performance
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road performance
PVA纤维-水性环氧微表处混合料路用性能研究[J].
化工新型材料, 2022, 50(10): 266-269 DOI:10.19817/j.cnki.issn1006-3536.2022.10.051
[1] 郑木莲,范贤鹏,刘富强,等.复配型水性环氧乳化沥青微表处耐久性[J].长安大学学报(自然科学版),2020,40(1):68-76.
[2] 张庆,郝培文,白正宇.水性环氧树脂改性微表处性能影响及评价研究[J].公路,2015,60(6):250-252.
[3] 暴兴才.水性环氧树脂掺量对微表处混合料技术性能的影响[J].公路工程,2015,40(5):161-164,213.
[4] 周启伟,徐光红,王庆珍,等.水性环氧乳化沥青性能及其微表处修复车辙效果评价[J].公路工程,2017,42(5):247-251.
[5] 邓育训,曹俊昌,王宏.聚酯纤维-橡胶颗粒微表处混合料路用性能与降噪特性[J].公路,2019,64(10):284-292.
[6] 孙增智,薛博,陈华鑫.纤维微表处路用性能的影响因素[J].筑路机械与施工机械化,2019,36(3):56-61.
[7] 郭娟.聚丙烯纤维对微表处混合料技术性能的影响研究[J].公路工程,2015,40(4):163-167,173.
[8] 刘军营,姚晓光,罗要飞.基于正交实验的纤维微表处路用性能研究[J].铁道科学与工程学报,2016,13(1):82-88.
[9] 单鸣宇,王岚,张宝鑫.盐冻融循环下温拌胶粉改性沥青混合料的低温性能[J].建筑材料学报,2019,22(3):467-473.
[10] 余苗,童铈尧,孔令云,等.轮胎-沥青路面摩擦测试及抗滑模型研究综述[J].公路交通科技,2020,37(10):12-24.
基金资助
国家自然科学基金(51908260);山西交通控股集团有限公司科技项目(20-JKKJ-21)