摘要
为提高混凝土的自愈能力,设计了一种掺入矿物和吸水树脂的轻骨料混凝土.基于阻抗谱试验,对比分析不同粒径吸水树脂对混凝土自愈能力的影响,针对优选出的配合比进行阻抗谱试验和X射线衍射(X-ray diffraction,XRD)试验,评价养护龄期对混凝土自修复性能的影响.结果表明,500~600μm粒径的吸水树脂更有利于自愈能力的提升;复合自修复体系表现出长效的自愈能力.XRD试验证实了填补裂缝的愈合产物主要为碳酸钙.本研究提出的复合自修复体系具备良好的自愈性能,探索了一条拓展混凝土自愈合策略的新途径.
In order to improve the self-healing property of concrete,a lightweight aggregate concrete mixed with mineral and water-absorbing resin was designed.Based on impedance spectroscopy testing,the effects of different particle size of absorbent polymers on the self-healing property of concrete were compared.Impedance spectroscopy and X-ray diffraction(XRD)testing were carried out to evaluate the effect of curing age on the optimized mixture.The results show that the absorbent polymer with particle size between 500~600μm is more conducive to the improvement of self-healing property.The self-healing composite system demonstrates long-term self-healing capabilities.XRD testing confirms that the healing products to fill the cracks are mainly calcium carbonate.Good self-healing performance is shown in the proposed composite self-healing system.A new approach is explored to expand the self-healing strategy of concrete.
作者
王险峰
陈少聪
刘建
王卫仑
WANG Xianfeng;CHEN Shaocong;LIU Jian;WANG Weilun(College of Civil and Transportation Engineering,Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering,Shenzhen 518060,Guangdong Province,P.R.China)
出处
《深圳大学学报(理工版)》
CAS
CSCD
北大核心
2023年第5期564-570,共7页
Journal of Shenzhen University(Science and Engineering)
基金
国家重点研发计划资助项目(2022YFE0109300)
国家自然科学基金资助项目(51978409)
深圳市科技研发资助项目(20200812110216001)。
关键词
混凝土
轻骨料
矿物
吸水树脂
粒径
电化学阻抗谱
自愈合
自修复性能
concrete
lightweight aggregate
mineral
absorbent polymer
particle size
electrochemical impedance spectrum
self-healing
self-healing performance