首页 | 本学科首页   官方微博 | 高级检索  
     检索      

水泥浆体的显微图像和质量随时间变化的测量与分析
引用本文:张丽英,张晓媛,张丽丽,李玉强,黄以能.水泥浆体的显微图像和质量随时间变化的测量与分析[J].伊犁师范学院学报(自然科学版),2013(4):29-33.
作者姓名:张丽英  张晓媛  张丽丽  李玉强  黄以能
作者单位:[1]伊犁师范学院物理科学与技术学院新疆凝聚态相变与微结构实验室,新疆伊宁835000 [2]南京大学物理学院国家固体微结构重点实验室,江苏南京210093
基金项目:科技支疆项目(201091112);新疆自然基金青年项目(2010211B16);中科院西部之光项目(RCPY200906);新疆研究生创新计划项目(XJGR12013157).
摘    要:用光学显微镜和电子天平相结合的方法,在室温(约290K)、1个大气压、相对湿度约45%的条件下,对水泥浆体的显微图像和质量进行了实时的测量.结果表明,水泥的水化反应可以划分为4个过程:1)0至t1(=8.3min)的I过程,水泥浆体的约化亮度I s随t近似线性增加,同时约化质量m随t线性减小;2) t1至t2(=27.9min)的II过程,Is随t快速近似线性增加,同时m随t线性减小;3)t2至t3(=46.3min)的III过程,随时间t的增加,m先快速、然后缓慢下降到稳定值, Is几乎不变;4)t3以后的VI过程,m和Is不随t变化.水泥浆体质量减少是因为其中水的挥发,其颜色变淡是因为其中CH的形成. t1之前CH的形成率较低,而t1至t2是CH形成率较快的时期, t2之后已经基本没有CH形成.因此, t1、t2分别表征的是诱导期、加速期的结束.从t2至t3时期,浆体中水仍有少量挥发,但已经不再有CH的生成. t3以后,浆体水分挥发得极少,也不再有CH的生成.

关 键 词:水泥  水化反应  显微图像

The Microscopic Image of Cement Paste and Quality Measurement and Analysis of Change with Time
ZHANG Li-ying,ZHANG Xiao-yuan,ZHANG Li-li,LI Yu-qiang,HUANG Yi-neng.The Microscopic Image of Cement Paste and Quality Measurement and Analysis of Change with Time[J].Journal of Ili Normal University,2013(4):29-33.
Authors:ZHANG Li-ying  ZHANG Xiao-yuan  ZHANG Li-li  LI Yu-qiang  HUANG Yi-neng
Institution:1.Xinjiang Laboratory of Phase Transitions and Microstructures in Condensed Matter Physics, College of Physical Science and Technology, Yili Normal University, Yining, Xinjiang 835000, China; 2.Department of Physics and National Lab of Solid State Microstructures, Nanjing University, Nanjing, Jiangsu 210093, China)
Abstract:Integrating light microscope with electronic balance, the microscopic image and mass of the cement paste were measured in real-time under one bar pressure and 45%RH (relative humidity) at room temperature (about 290K). The result shows that hydration reactions of the cement can be divided into four processes: 1) process-I appears from 0 to t 1 (=8.3min) where the reduced luminance (I) of the cement pastes increases, while the reduced mass (m) decreases with time;2) process-II starts from t1 to t2 (=8.3min), and during which I goes up rapidly meanwhile m declines with time; 3) process-III emerges between t2 to t3 (=27.9min) where m drops first rapidly and then slowly to a steady value, but I almost keeps constant with time;4) process-IV arises after t3, and both I and m do not vary with time. Combining the knowledge about hydration reaction of cement with the author’s some new ideas, it was proposed that I originates from evaporation of the water, while the fading color results in the form of Ca(OH) 2 (CH). In the process-I, the formation of CH is at low rate, but the formation rate comes faster during the process-II, and there is no formation of CH after the process-II. So, t1 and t2 expresses, respectively, the end of the initial period and acceleration period. From t2 to t3, a little water of cement still volatilizes, but no CH generates. There is little water to volatilize and CH also does not form after t3.
Keywords:cement  hydration reaction  microscopic image
本文献已被 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号