摘要
【目的】解决橡胶-水泥界面黏结性能不足的问题。【方法】首先采用4种常见的化学改性方法,即氢氧化钠(NaOH)改性、氢氧化钠-尿素(NaOH-Urea)复合改性、硅烷偶联剂KH560改性和硅酸钠(Na_(2)SiO_(3))改性,分别对橡胶颗粒进行改性;然后采用改性后的橡胶颗粒制备橡胶-水泥稳定碎石试件;最后开展冻融、干缩及温缩试验。【结果】分别经NaOH-Urea和KH560改性后的橡胶-水泥稳定碎石的抗冻强度损失几乎无变化,但其冻融前后的无侧限抗压强度均约增大1.5倍;5种橡胶-水泥稳定碎石按其干缩性能从优到劣排序依次为:NaOH改性橡胶-水泥稳定碎石、KH560改性橡胶-水泥稳定碎石、NaOH-Urea改性橡胶-水泥稳定碎石、Na_(2)SiO_(3)改性橡胶-水泥稳定碎石、未改性橡胶-水泥稳定碎石;NaOH-Urea和KH560可以提高橡胶-水泥稳定碎石的温缩性能,而NaOH和Na_(2)SiO_(3)对其温缩性能的改善效果不太理想。【结论】NaOH-Urea和KH560的改性效果较好,其有效增强了橡胶-水泥稳定碎石的抗冻抗裂性能。
[Purposes]In this study,in order to solve the problem of insufficient adhesion performance of rubber-cement interface.[Methods]Firstly,sodium hydroxide oxidation(NaOH),sodium hydroxide oxidation and urea ammoniation(NaOH-Urea),silane coupling agent KH560 and sodium silicate(Na_(2)SiO_(3))were used to treat the surface of the rubber particles.Next,the rubber-cement stabilized macadams test pieces were prepared based on the rubber particles treated with different modification methods.Finally,the temperature shrinkage,drying shrinkage and freezing-thawing test were carried out on the prepared samples.[Findings]The results show that rubber-cement stabilized macadams have almost no change after NaOH-Urea modification and KH560 modification.But the unconfined compressive strength of those samples before and after freezing is increased by about 1.5 times.Drying shrinkage performance of the five examined rubber-cement stabilized macadams is in turn:NaOH modification rubber-cement stabilized macadams,KH560 modification rubber-cement stabilized macadams,NaOH-Urea modification rubber-cement stabilized macadams,Na_(2)SiO_(3)modification rubber-cement stabilized macadams,Unmodified treatment rubber-cement stabilized macadams.The KH560 and NaOH-Urea modification methods improve the temperature resistance of rubber-cement stabilized macadams,while Na_(2)SiO_(3)and NaOH lead to insignificant improvement.[Conclusions]In summary,NaOH-Urea and KH560 can provide better modification efficiency than their counterparts and are able to enhance the freezing-thawing resistance and cracking resistance of cement stabilized macadams.
作者
吕松涛
丁星岚
刘超超
黄慧
LYU Songtao;DING Xinglan;LIU Chaochao;HUANG Hui(School of Traffic and Transport Engineering,Changsha University of Science&Technology,Changsha 410114,China;Guangxi Delivery Group Co.,Ltd.,Naning 530007,China)
出处
《长沙理工大学学报(自然科学版)》
CAS
2023年第5期67-75,共9页
Journal of Changsha University of Science and Technology:Natural Science
基金
国家自然科学基金资助项目(52078063)
上海城投(集团)有限公司科技创新计划项目(CTKY-ZDXM-2020-010、CTKY-PTRC-2018-003)
广西科技计划项目(AB202097030)
长沙理工大学科研创新项目(CX2020SS03)。
关键词
水泥稳定碎石
橡胶颗粒
化学改性
抗冻性能
抗裂性能
cement stabilized macadam
rubber particle
chemical modification
frost resistance
cracking resistance