摘要
以废瓷砖再生骨料(CRA)100%替代原生碎石骨料(NCA),制备了废瓷砖再生骨料混凝土(CRAC),测试了其工作性及力学强度.采用化学结合水法、扫描电子显微镜(SEM)及比表面积测试法(BET)等,研究了废瓷砖再生骨料-水泥石界面黏结强度、水化程度及显微结构,探讨其界面特征,并将其与原生碎石骨料(NCA)-水泥石界面相比较.结果表明:与原生碎石骨料相比,废瓷砖再生骨料具有表观密度较小、压碎指标较高及吸水率较大等特点;在相同配合比条件下,废瓷砖再生骨料混凝土具有更好的工作性和力学强度;在相同水灰比、相同龄期条件下,废瓷砖再生骨料-水泥石界面黏结强度较高,其界面区生成的水化产物较多、孔隙率更低、显微结构更加致密.
Ceramic tile recycled aggregate concrete（CRAC） was prepared by using waste ceramic tile as re- cycled aggregate instead of natural coarse aggregate（NCA）. Strength and work performance of CRAC, interracial bond strength between recycled aggregate and cement paste were determined. Hydration degree and microstructure of interfacial transition zone（ITZ） were studied in terms of chemically combined water content by SEM and BET tests. Results show that ceramic tile recycled aggregate（CRA） has higher poros- ity, smaller density, and higher strength compared with NCA. Under the same mix proportion, work abil- ity and mechanical strength of CRAC are better than those of natural coarse aggregate （NCAC）. Under condition of the same water-cement ratio and curing age, interracial bond strength of CRA-cement paste is higher than that of NCA-cement paste. Compared to NCA-cement paste ITZ, hydration product of CRA- cement paste ITZ is much more, porosity of it is less and microstructure of it is denser.
作者
王功勋
黄丹
卢胜男
祝明桥
屈锋
WANG Gongxun HUANG Dan LU Shengnan ZHU Mingqiao QU Feng(School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, China)
出处
《建筑材料学报》
EI
CAS
CSCD
北大核心
2017年第1期99-105,共7页
Journal of Building Materials
基金
国家自然科学基金资助项目(51578236)
湖南省教育厅项目(15C0554)
关键词
废瓷砖
再生骨料
水泥石
界面特征
孔隙率
waste ceramic tile
recycled aggregate
cement paste
interface characteristic
porosity
