期刊文献+

Effect of Triisopropanolamine on the Compressive Strength and Early Hydration of Cement at Low Temperature

下载PDF
导出
摘要 Triisopropanolamine (TIPA) was used as an early strength component to study its effects on mortar strength, cement paste setting time and early hydration characteristic of cement. And the early strength mechanism of TIPA at low temperature of 5 ℃ was also discussed. The results showed that, at 5 ℃, the incorporation of TIPA promoted the condensation of cement paste, shortened the initial and final setting time, and accelerated the strength development of specimens at all ages, among which the strength after 3 d increased significantly. The 1, 3, 7, and 28 d compressive strength ratios of the mortars mixed with 1% TIPA could reach 196%, 179%, 160% and 110% respectively, and the mortar strength after 3 d exceeded that of the contrast sample cured at 20 ℃. Under low temperature condition, TIPA could promote the hydration reaction of cement, shorten the induction period and advance the acceleration period. Furthermore, the maximum heat release rate and cumulative heat release quantity would be all increased, and the cumulative heat release of the cement mixed with TIPA hydrated for 12 h and 7 d increased 73% and 38% respectively. TIPA could shorten the nucleation and crystal growth (NG) stage and increase its hydration degree significantly, so it promoted cement hydration reaction. Additionally, the hydration reaction rates in phase boundary reaction (I) phase and diffusion reaction (D) phase were increased, and the duration of I process was prolonged, thereby the development of specimen strength would be accelerated. TIPA did not obviously change the types of hydration products, but increased the content of Ca(OH)2 in the samples and the degree of cement hydration. After hydration to 7 d, large amounts of hydration products, whose surface was smooth, were formed and bonded into sheets, and the structural density of samples improved significantly.
作者 张丰 BAI Yin CAI Yuebo CHEN Bo NING Fengwei ZHANG Feng;BAI Yin;CAI Yuebo;CHEN Bo;NING Fengwei(State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Nanjing Hydraulic Research Institute,Nanjing 210029,China)
出处 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2020年第3期611-619,共9页 武汉理工大学学报(材料科学英文版)
基金 Funded by the National Key R&D Program of China (No. 2018YFC0406702) the National Natural Science Foundation of China (No. 51739008) Special Fund for Basic Research Business Expenses of Central Public Welfare Research Institute (No. Y419004) Yunnan Provincial Department of Transportation Industry Science and Technology Project Jiangsu Natural Science Fund (No. BK20181516)
  • 相关文献

参考文献3

二级参考文献31

  • 1王培铭,丰曙霞,刘贤萍.水泥水化程度研究方法及其进展[J].建筑材料学报,2005,8(6):646-652. 被引量:108
  • 2杨华山,方坤河,涂胜金,杨惠芬.石灰石粉在水泥基材料中的作用及其机理[J].混凝土,2006(6):32-35. 被引量:97
  • 3李梅,张洪.石灰石分解特性的热重法研究[J].煤炭转化,2006,29(4):25-28. 被引量:11
  • 4杨建森,张祖绵.石灰石硅酸盐水泥性能及其水化研究[J].水泥,1996(10):10-14. 被引量:16
  • 5LOTHENBACH B, LE SAOUT G, GALLUCCI E, et al. Influence of limestone on the hydration of Portland cements [J]. Cem Concr Res, 2008, 38: 848-860.
  • 6国家建筑材料工业局.JC600-1995石灰石硅酸盐水泥[S].北京:中国标准出版社,1996.
  • 7中华人民共和国国家经济贸易委员会.JC600-2002石灰石硅酸盐水泥[S].北京:中国标准出版社,2002.
  • 8TSIVILIS S, CHANIOTAKIS E, KAKALI G, et al. An analysis of the properties of Portland limestone cements and concrete [J]. Cem Concr Compos, 2002, 24: 371-378.
  • 9ZHANG Yongjuan, ZHANG Xiong. Research on effect of limestone and gypsum on C3A, C3S and PC clinker system [J]. Construct Build Mater, 2008, 22: 1634-1642.
  • 10UR A A, GHIASVAND E, NICKSERESHT I, et al Influence of various amounts of limestone powder on performance of Portland limestone cement concretes [J]. Cem Concr Compos, 2009, 31: 715-720.

共引文献146

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部