期刊文献+

水泥基多元复合体系水化历程及耐久性研究 被引量:2

Study of Hydration Course and Durability of Cement-based Multivariate Composite System
原文传递
导出
摘要 通过对硅铝质胶凝材料+水泥体系的水化产物和微观结构特征分析,研究多元体系叠加与互补效应对高性能复合材料工作性能及耐久性能的影响。结果表明:矿渣在水化释放OH-过程及粉煤灰水化消耗OH-过程有效加速了整体的早期水化进程,从而消除潜在不稳因素使其后期性能保持稳定。多元体系协同效应能够在工业废弃物大掺量前提下促进其水泥制品的耐久性能的有效改进。 Through the analysis of hydration production and micro-structure character of multivariate composite system,the effect of superposition and complementarity of multivariate composite system towards its workability and durability was studied.The result shows: the course of slag and fly ash hydration to release and consume OH-has accelerated the early hydration process,thereby eliminating the potential instability to make its post-performance stable.Under the premise of the high volume,the synergistic of multivariate composite system is helpful for the effectively improvement of its cement product's durability.
出处 《武汉理工大学学报》 CAS CSCD 北大核心 2011年第9期21-23,32,共4页 Journal of Wuhan University of Technology
基金 国家"973"项目(2009CB623201) 中国博士后科学基金(20100480854)
关键词 水泥 多元复合 水化 耐久性 cement multivariate composite hydration durability
  • 相关文献

参考文献10

二级参考文献51

共引文献180

同被引文献17

  • 1李华胜.浅谈公路水泥混凝土路面裂缝的成因及防治[J].施工技术,2009,38(S1):273-275. 被引量:2
  • 2黄玉华,刘松.混凝土成熟度的原理与应用[J].国外建材科技,2004,25(6):14-16. 被引量:17
  • 3王爱红.高强度混凝土路面板配合比设计及其抗开裂性能研究[J].山西交通科技,2007(1):4-7. 被引量:3
  • 4Shen Weiguo, Zhou Mingkai, Ma Wei, et al. Investigation on the Application of Steel Slag-fly Ash-phosphogypsum Solid- ified Materials as Road Base Material[J]. J Hazard Mater, 2009,164: 99-104.
  • 5Muhmood L, Vitta S. Cementitious and Pozzolanic Behavior of Electric Arc Furnace Steel Slags[J]. Cem Concr Res, 2009,39(2) : 102-109.
  • 6Tarun R N, Shiw S S, Mathew P T, et al. Application of Foundry By-product Materials in Manufacture of Concrete and Masonary Products[J]. ACI Mater J, 1996,93.. 41-50.
  • 7Shreenath Rao, Jeffery R, Roesler M. Characterizing effective built-in curling from concrete pavement field measurements [ J]. Journal of Transportation Engineering, 2005, 131 (4) : 320-327.
  • 8Jeong Jin-Hoon, Dan G, Zollinger P E. Finite-element modeling and calibration of temperature prediction of hydrating portland cement concrete pavements [ J ]. Journal of Materials in Civil Engineering, ASCE, 2006, 18(3) : 317-324.
  • 9Hansen W, Wei Y, Smiley D L, el al. Effects of paving conditions on built-in curling and pavement performance [ J]. International Journal of Pavement Engineering, 2006 ( 4 ) : 291-296.
  • 10Paul Z, Leming M L, Abroad S H, et al. Mechanical behavior of high performance concretes, Vol. 3 : Very early strength concrete [ R]. Washington: SHRP, National Research Council, 1993.

引证文献2

二级引证文献34

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