摘要
为了研究脱硫橡胶沥青及其混合料的性能,研究首先对脱硫橡胶沥青的溶胀机理与溶胀特点展开研究,其次对脱硫橡胶沥青与KLMY90#基质沥青、普通橡胶沥青(40目)进行性能对比性试验,再对脱硫橡胶沥青胶浆的锥入度、抗剪强度、粘结强度进行试验研究,最终对脱硫橡胶沥青混合料的路用性能进行检测。研究结果表明:脱硫橡胶沥青中不存在橡胶颗粒核心且溶胀过程中伴有大量的化学反应;脱硫橡胶沥青各项性能均优于普通橡胶沥青,且克服了普通橡胶沥青高黏度、易离析、高温贮存稳定性差等缺点;脱硫橡胶沥青胶浆抗剪强度大、与矿料粘结力强;脱硫橡胶沥青混合料具有良好的路用性能。
In order to discuss the road performance of desulfurized rubber asphalt and mixture,swelling mechanism of desulfurized rubber asphalt was studied first,and then performance testing of KLMY90#,normal rubber asphalt and desulfurized rubber asphalt were taken,after that,penetration,shear strength and cohesive strength of desulfurized rubber asphalt mortar were test,road performance of desulfurized rubber asphalt mixture were test at last.The study show that,there is no rubber particle core,but lots of chemical reaction in desulfurized rubber asphalt;the performance of desulfurized rubber asphalt is better than normal rubber asphalt without high viscosity.Easy isolation and poor high temperature storage stability;shear strength and cohesive strength of desulfurized rubber asphalt mortar is better;and desulfurized rubber asphalt mixture have good road performance.
出处
《科学技术与工程》
北大核心
2013年第17期5046-5049,共4页
Science Technology and Engineering
基金
甘肃省交通科研项目(201106)资助
作者简介
第一作者简介：张小利（1967-），女，汉族，陕西西安人，实验师。研究方向：建筑材料。E—mail：2662853779@qq．com。
