摘要
为解决建筑垃圾“垃圾围城现象”,推动建筑垃圾资源化利用,将建筑垃圾再生骨料无机结合料用于道路结构的基层和底基层中,为验证其修建的路面基层具有足够的强度、刚度和稳定性,设计了几组不同配合比的石灰粉煤灰稳定再生材料、水泥粉煤灰稳定再生材料对其力学性能、稳定性和耐久性路用性能进行评价。推荐配合比为石灰:粉煤灰:再生砖石=7:13:80并外掺1%水泥和3:6:91水泥粉煤灰再生砖石。
In order to solve the"garbage siege phenomenon"of construction waste and promote the utilization of construction waste resources,the recycled aggregate inorganic binder of construction waste is used in the base and subbase of road structure.In order to verify that the pavement base built by recycled aggregate inorganic mixture has sufficient strength,stiffness and stability,several groups of lime fly ash and cement fly ash stable recycled ma⁃terials with different mix ratios were designed.The mechanical properties,stability performance and durability of lime-ash&cement fly ash stabilized regenerated were evaluated.It was concluded that the comprehensive road per⁃formance mixture ratio of lime:fly ash:recycled brick=7:13:80 with 1%cement and 3:6:91 cement fly ash stabi⁃lized regenerated brick.
作者
樊兴华
薛振华
FAN Xing-hua;XUE Zhen-hua(Department of Road and Bridge Engineering,Shaanxi Railway Institute,Weinan Shaanxi 714099,China)
出处
《粘接》
CAS
2020年第9期123-128,共6页
Adhesion
基金
陕西省渭南市2018年度科研项目重点研发计划项目(ZDYF-JCYJ-92_zsg)
陕西铁路工程职业技术学院2019年中青年科技创新人才计划(KJRC201908)。
关键词
建筑垃圾
再生骨料
路用性能
力学性能
construction waste
recycled aggregate
pavement performance
mechanical properties
