期刊文献+

低水胶比条件下含硅灰或/和粉煤灰的胶凝材料的水化放热特性 被引量:5

Evolution of hydration heat of binders containing silica fume or/and fly ash at low water to binder ratio
下载PDF
导出
摘要 采用差分水化量热仪研究了恒温((25±0.3)℃)低水胶比(W/B=0.30)条件下,纯水泥、水泥-硅灰、水泥-粉煤灰二元胶凝材料体系和水泥-硅灰-粉煤灰三元胶凝材料体系的水化放热特性。试验结果表明:相对于纯水泥,水泥-硅灰二元体系的水化诱导期延长,第二水化放热峰放热速率增加,水化减速期的总放热量减小;水泥-粉煤灰二元体系的水化诱导期显著延长,水化减速期后期的放热速率增大,整个水化历程的总放热量减小;水泥-硅灰-粉煤灰三元体系的水化诱导期显著延长,整个水化历程的水化放热速率降低,总放热量减小。 This paper tests hydration heat evolution process of the pure cement, the cement - silica fume binary system, the cement - fly ash binary system and the cement - silica fume - fly ash ternary system under isothermal( (25 + 0.3)℃ ) and low water to binder ratio( W/B =0.30) condition using differential calorimeter. Test results indicate that compared with the hydration heat evolution process of pure cement, the cement - silica fume binary system can elongate the domant period, increase the exothermic rate of the second hydration heat evolution peak and reduce the accumulative heat during the deceleration period; the cement - fly ash binary system can elongate the dormant period significantly, increase the exothermic rate during the later age of deceleration period, and reduce the accumulative heat during the total hydration heat evolution process; cement - silica fume- fly ash ternary system can elongate the dormant period even more significantly, and lower the exothermic rate and accumulative heat during the total hydration heat evolution process.
出处 《铁道科学与工程学报》 CAS CSCD 北大核心 2006年第1期70-74,共5页 Journal of Railway Science and Engineering
基金 西部交通建设科技项目(200131822370-(4))
关键词 水泥 硅灰 粉煤灰 水化热 cement silica fume fly ash hydration heat
  • 相关文献

参考文献13

  • 1Mehta P K.Concrete:structure,properties,and materials[M].Chennai:Indian Concrete Institute,1997:271-284. 被引量:1
  • 2Pinto R C A,Hover K C.Superplasticizer and silica fume addition effects on heat of hydration of mortar mixtures with low water-cementitious materials ratio[J].ACI Materials Journal,1999,96 (5):600-604. 被引量:1
  • 3吴中伟,廉慧珍著..高性能混凝土[M].北京:中国铁道出版社,1999:396.
  • 4Shehata M H,Thomas M D A.Use of ternary blends containing silica fume and fly ash to suppress expansion due to alkali silica reaction in concrete[J].Cement and Concrete Research,2002,32 (3):341-349. 被引量:1
  • 5Jones M R,Dhir R k,Magee J.Concrete containing ternary blended binders resistance to chloride ingress and carbonation[J].Cement and Concrete Research,1997,27 (6):825-831. 被引量:1
  • 6Grutzeck M W,Atkinson S D,Roy D M.Mechanism of hydration of CSF in calcium hydroxide solutions[A].Proceedings of the First International Conference on the Use of Fly Ash,Silica fume,Slag and Natural Pozzolans in Concrete[C].American Concrete Institute,1983:643-664. 被引量:1
  • 7Yogendran V,Langan B W,Ward M A.Hydration of cement and silica fume paste[J].Cement and Concrete Research,1991,21 (5):691-708. 被引量:1
  • 8Larbi J A,Fraay A L A,Bijen J M.Chemistry of the pore fluid of silica fume-blended cement systems[J].Cement and Concrete Research,1990,20 (4):506-516. 被引量:1
  • 9Rojas D,Sanchez M I,Luxan M P,et al.Influence of different additions on portland cement hydration heat[J].Cement and Concrete Research,1993,23 (1):46-54. 被引量:1
  • 10He J Y,Scheetz B E,Roy D M.Hydration of fly ash Portland cement[J].Cement and Concrete Research,1984,14 (4):585-592. 被引量:1

同被引文献34

引证文献5

二级引证文献27

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