• 11111
  • 首页
  • 期刊介绍
  • 编委会
  • 征稿启事
  • 期刊订阅
  • 相关下载
  • Email alert
  • 联系我们
引用本文:郭玉柱,陈徐东,宁英杰,陈育志.基于X-CT的蒸养大掺量矿物掺合料砂浆孔结构[J].建筑材料学报,2022,25(9):885-892
【打印本页】   【下载PDF全文】   查看/发表评论  【EndNote】   【RefMan】   【BibTex】
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览 199次   下载 431 本文二维码信息
码上扫一扫!
分享到: 微信 更多
基于X-CT的蒸养大掺量矿物掺合料砂浆孔结构
郭玉柱1,陈徐东1,宁英杰2,陈育志3
1.河海大学 土木与交通学院,江苏 南京 210098;2.浙江交工集团股份有限公司,浙江 杭州 310051;3.金陵科技学院 建筑工程学院,江苏 南京 211169
摘要:
采用80 ℃下恒温12 h的蒸养制度对砂浆进行了蒸养,蒸养结束后采用自然养护、水养和标养3种方式进行后续养护,同时设置了全程标养砂浆作为对照组.研究了不同养护制度下砂浆的早期强度发展规律,并基于X射线计算机断层扫描(X-CT)技术对砂浆的孔结构特征进行了分析.结果表明:80 ℃下恒温12 h蒸养使砂浆孔隙率增大,最终导致蒸养砂浆28 d抗压强度低于全程标养砂浆;蒸养砂浆抗压强度随孔隙率增大而快速降低,两者之间呈现良好的线性关系;蒸养后水养和标养可以有效降低蒸养砂浆的孔隙率,使其28 d抗压强度高于蒸养后自然养护的砂浆;砂浆孔隙的孔体积与球形度存在明显的负相关关系,且蒸养会使孔体积-球形度分布规律中的异常值增多.
关键词:  蒸养  X射线计算机断层扫描  活动轮廓模型  孔结构  球形度
DOI:10.3969/j.issn.1007-9629.2022.09.001
分类号:TU528.01
基金项目:国家自然科学基金资助项目(51979090);中央高校基本科研业务费专项资金资助项目(B200202076)
Pore Structure of Steam Cured High Volume Mineral Admixture Mortar Based on X-CT Technology
GUO Yuzhu1, CHEN Xudong1, NING Yingjie2, CHEN Yuzhi3
1.College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China;2.Zhejiang Communications Construction Group Co., Ltd., Hangzhou 310051, China;3.Architecture Engineering Institute, Jinling Institute of Technology, Nanjing 211169, China
Abstract:
The mortar was steam cured using a constant temperature of 80 ℃ for 12 h steam curing system. After the completion of steam curing, three types of subsequent curing were used: natural curing, water curing and standard curing, while the whole standard cured mortar was set as a comparison group. The early strength development patterns of mortars under different curing regimes were studied, and the pore structure characteristics of mortar were analyzed based on X-ray computed tomography (X-CT) technique. The results show that steam curing at a constant temperature of 80 ℃ for 12 h increases the porosity of the mortar, which eventually leads to a lower 28 d compressive strength of the steam cured mortar than that of the whole standard cured mortar. The compressive strength of the steam cured mortar decreases rapidly with the increase of porosity, and a good linear relationship is shown between them. The water curing and standard curing after steam curing can effectively reduce the porosity of the steam cured mortar and make its 28 d compressive strength higher than that of the mortar naturally cured after steam curing. In addition, there is an obviously negative correlation between the pore volume and sphericity of mortar pores, and the steam curing system will increase the outliers in this distribution law of pore volume-sphericity.
Key words:  steam curing  X-ray computed tomography  active contour model  pore structure  sphericity