###
DOI:
工程科学与技术:2013,45(Z1):43-47
←前一篇   |   后一篇→
本文二维码信息
码上扫一扫!
“研究生论坛”粉煤灰基地聚物再生混凝土的力学性能和微观结构
(1.四川大学;2.四川大学建筑与环境学院)
Study on Mechanical Properties and Microstructure of Fly Ash Based Geopolymeric Polymer Recycled Concrete
摘要
图/表
参考文献
相似文献
本文已被:浏览 1650次   下载 4
投稿时间:2012-12-19    修订日期:2013-02-26
中文摘要: 试验利用再生粗骨料替代天然粗骨料,设计6组不同再生骨料取代率(0%,50%和100%)的碱激发粉煤灰基地聚物再生混凝土和普通再生混凝土的配比方案,测试了其密度、弹性模量、泊松比和抗压强度,对比分析了地聚物再生混凝土与普通再生混凝土的基本力学性能差异以及不同取代率对其力学性能的影响。并进一步通过扫描电镜对微观结构的观察,解释分析了本试验中不同混凝土力学性能和破坏机制。试验结果表明,在不同的龄期,地聚物再生混凝土比再生混凝土具有更高的强度。随着再生骨料含量的增高,抗压强度、弹性模量和泊松比都逐渐降低。反应原理和生成产物的不同使得地聚物混凝土的基体和界面过渡区更加密实,是其获得较高强度的主要原因。
Abstract:Six mixtures were designed according to the alkali-activated low calcium fly ash concrete using recycled aggregates (RA) to substitute nature coarse aggregates with different ratios(0%,50% and 100%). The compressive strength, elastic modulus and Poisson’s ratio of such geopolymer recycled concrete (GRC) were investigated and compared with various RA replacement ratios. The mechanical properties and failure mechanism of recycled aggregate concrete (RAC) and GRC were tested and discussed by scanning electron microscopy (SEM) analysis. The results show that, GRC concretes are stronger than RAC concretes at different ages. The compressive strength, elastic modulus and Poisson’s ratio decrease with the increasing of RAs content. The paste and interfacial transition zones (ITZs) are denser in GRC due to different matrix formation process and reaction products, which is the reason for the higher compressive strength of GRC. This research work is useful for the further study on engineering properties of such new concrete in structural performances.
文章编号:201201103     中图分类号:    文献标志码:
基金项目:国家杰出青年基金资助项目(10925211); 教育部创新团队计划资助项目(IRT1027)
作者简介:
引用文本:
龙涛,石宵爽,王清远,李浪.“研究生论坛”粉煤灰基地聚物再生混凝土的力学性能和微观结构[J].工程科学与技术,2013,45(Z1):43-47.
Long Tao,Wang Qing-yuan.Study on Mechanical Properties and Microstructure of Fly Ash Based Geopolymeric Polymer Recycled Concrete[J].Advanced Engineering Sciences,2013,45(Z1):43-47.