水性环氧微表处技术研究
[Abstract]:At present, a large number of highways in our country have entered the maintenance and repair period. If effective measures are not taken in time to deal with the early diseases such as cracks, loose and polished, it will lead to more serious damage to the road surface and reduce the level of highway service. Even endangering the safety of driving. Microsurfacing is a kind of preventive maintenance method which can quickly solve the early disease of road surface and restore surface function. It is widely used at home and abroad, but the road performance of the existing micro-surfacing materials. The durability and interlaminar bond properties need to be further improved. In order to improve the preventive maintenance effect of micro-surfacing mixture and prolong the service life of pavement, the waterborne epoxy resin emulsified asphalt was used to obtain a road performance in this paper. Both durability and interlaminar shear strength are superior to ordinary microsurfacing mixtures. In this paper, the formation mechanism, demulsification mechanism and preparation process of modified emulsified asphalt are analyzed and summarized. The emulsified asphalt was designed with cationic emulsifier and organic stabilizer, and the emulsified asphalt could be stably stored. The curing mechanism and modification mechanism of waterborne epoxy resin were analyzed. The effect of waterborne epoxy resin on the properties of emulsified asphalt was studied by dynamic shear rheological test. The mixture ratio of micro-surfacing mixture was designed, and the selection range of emulsified asphalt was determined. In this range, the effects of waterborne epoxy resin on wear resistance, rutting resistance and peeling resistance of micro-surface were studied. Based on the wet wheel wear test for 6 days, the influence of water-borne epoxy resin and oil stone ratio on the water stability of microsurfacing was analyzed by combined with freeze-thaw cycle wet wheel wear test. The wear resistance and long term wear resistance of waterborne epoxy microsurfacing were analyzed by accelerated loading wear test. Shear test was used to study the interlaminar shear resistance of waterborne epoxy microsurfacing with asphalt pavement and cement pavement. At the same time, it is compared with SBR modified emulsified asphalt microsurfacing mixture. Finally, the factors affecting the construction performance of micro-surfacing mixture are studied. The results show that with the increase of the amount of waterborne epoxy resin, the composite shear modulus of the evaporative residue of emulsified asphalt increases gradually, the phase angle decreases, and the performance is improved. When the dosage of waterborne epoxy resin is between 8% and 11%, the pavement performance, water stability, skid resistance and long term wear resistance of microsurfacing can be improved obviously, and it has obvious advantages over SBR microsurfacing, compared with SBR modified emulsified asphalt. Using waterborne epoxy emulsified asphalt as the adhesive material can make the interlaminar shear strength stronger at the micro-surface with small amount of sprinkling.
【学位授予单位】:长安大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:U418.6
【参考文献】
相关期刊论文 前10条
1 畅润田;杜素军;裴强;郭赢赢;庞瑾瑜;;SBR胶乳对乳化沥青流变性能的影响[J];重庆交通大学学报(自然科学版);2016年05期
2 吕艳艳;程新新;王志超;;乳化沥青技术与发展方向讨论[J];山东化工;2016年16期
3 张争奇;路国栋;韦毅;徐耀辉;郭大同;;隧道路面加铺层的层间抗剪试验[J];江苏大学学报(自然科学版);2016年04期
4 凌宏杰;;基于IMAQ Vision Builder图像处理软件的乳化沥青颗粒图像分析方法[J];建筑知识;2016年06期
5 张庆;郝培文;白正宇;;水性环氧树脂改性乳化沥青性能表征及机理研究[J];公路工程;2016年02期
6 张庆;郝培文;白正宇;;水性环氧树脂与SBR复合改性乳化沥青性能研究[J];新型建筑材料;2015年03期
7 李兆生;谭忆秋;吴思刚;杨福祺;;冻融循环对沥青混合料力学性能的影响[J];哈尔滨工程大学学报;2014年03期
8 张俊;;微表处封层技术在桥面防水中的应用[J];公路与汽运;2013年03期
9 周基;田琼;英红;芮勇勤;;乳化沥青颗粒粒度的图像分析方法[J];建筑材料学报;2013年01期
10 郑坤平;;微表处技术在隧道水泥混凝土路面抗滑恢复中的应用[J];交通世界(建养.机械);2012年08期
相关会议论文 前3条
1 邓永芳;;水泥混凝土路面的施工管理与养护管理[A];2015年8月建筑科技与管理学术交流会论文集[C];2015年
2 李峰;黄颂昌;徐剑;;沥青路面预防性养护技术的现状与发展趋势[A];2014全国公路养护技术学术年会论文集桥隧卷[C];2014年
3 师海棠;;微表处技术在高速公路预防性养护中的应用[A];中国高速公路管理学术论文集(2009卷)[C];2009年
相关博士学位论文 前2条
1 周文欢;路面加速加载设施优选对策研究[D];长安大学;2011年
2 雷超旭;路面表面功能加速加载系统研究[D];华南理工大学;2010年
相关硕士学位论文 前10条
1 邝坚锋;耐久性微表处混合料室内试验及工程应用研究[D];华南理工大学;2015年
2 黄U_波;细粒式薄表层沥青混合料配合比设计及路用性能研究[D];长安大学;2015年
3 吴铖;冷施工沥青材料表面处治技术[D];长安大学;2014年
4 孙妮;SBS与SBR改性乳化沥青粘层油性能对比分析[D];长安大学;2014年
5 卢天翔;水泥混凝土路面沥青加铺层预防性养护技术研究[D];长安大学;2014年
6 王心伟;水性环氧树脂固化剂的合成与性能研究[D];青岛大学;2013年
7 伍祥松;高速公路沥青路面使用性能预测及预防性养护对策研究[D];重庆交通大学;2013年
8 奚达源;高速公路路面微表处应用研究[D];华南理工大学;2012年
9 赵晶;基于数字图像的沥青路面表面构造评价体系研究[D];长安大学;2012年
10 赵乐;新型乳化沥青混合料路用性能研究[D];长安大学;2012年
,本文编号:2238195
本文链接:https://www.wllwen.com/kejilunwen/daoluqiaoliang/2238195.html