乳化沥青冷再生混合料路面结构组合设计及其应用研究  

The Study on Cold Recycling of Emulsified Asphalt Mixture Pavement Structure and its Application

作　　者：王文奇[1,2] 文龙[3] 谢远新[4,5] 罗忠贤[1] 王泽[2] 王宠惠 WANG Wenqi WEN Long XIE Yuanxin LUO Zhongxian WANG Ze WANG Chonghui(School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610039, China School of Architectural and Civil Engineering, Xihua university, Chengdu, Siehuan 610039, China Beijing Municipal Engineering Research Institute, Beijing 100037,China School of Civil Engi- neering, Chongqing University, Chongqing 400026, China Chongqing Pengfang Road Technology Research Institute, Chongqing 400026, China School of Highway, Chang＇an University, Xi＇ an, Shan~i 710064, China)

机构地区：[1]西南交通大学土木工程学院,四川成都610039 [2]西华大学建筑与土木工程学院,四川成都610039 [3]北京市市政工程研究院,北京100037 [4]重庆大学土木工程学院,重庆400030 [5]重庆鹏方路面工程技术研究院,重庆400026 [6]长安大学公路学院,陕西西安710064

出　　处：《公路工程》2017年第1期13-16,25,共5页Highway Engineering

基　　金：国家自然科学青年科学基金(51308476);西华大学重点科研基金项目(THJ10-03);北京市政路桥集团有限公司科技项目(KJ14002)

摘　　要：为了解决公路沥青路面大修所用材料技术经济问题,基于既有路面结构及现状病害情况,提出了新路面处治方案,并对提出的新路面方案进行了路面结构组合设计,确定了其路面结构层厚度和材料设计参数。在乳化沥青冷再生混合料材料配合比设计的基础上,系统研究了其施工工艺流程,确定了其机具组合,拌合、摊铺、碾压技术要求。试验路工程现场检测表明,各项路用性能指标满足规范要求,施工质量良好,采用乳化沥青冷再生技术进行沥青路面养护是可行的。In order to solve highway asphalt pavement repair materials for technical and economic problems, in view of the School of Civil Engineering, Southwest Jiaotong University, Chengdu 610039, China pavement structure and the present damages, the new project for the pavement construction is put forward. Meanwhile, the layers＇ thickness and material index are confirmed before the combination de- sign as for the new project is made. Based on the mixing proportion, the technological process is studied systematically and the requirements for mechanical combination, mixing, paving and grinding are made. The examination on the test roads shows the performance meets the standard in all aspects and the con- struetion goes very well so it is feasible to maintain the road by＇using cold recycling emulsified mixture.

关 键 词：乳化沥青冷再生混合料 路面结构组合设计 施工工艺 试验路 路用性能 

分 类 号：U416.26[交通运输工程—道路与铁道工程]