期刊文献+

颗粒分布对水泥与减水剂相容性的影响 被引量:9

Influence of Particle Size Distribution of Cement on Compatibility of Cement and Superplasticizer
下载PDF
导出
摘要 采用Marsh筒法与净浆流动度法研究了用相同熟料粉磨制得的颗粒分布不同的水泥样品与减水剂的相容性,分别探讨了粉体比表面积、均匀性系数(n)、特征粒径(x′)、堆积孔隙率与相容性的关系.结果表明:样品比表面积、n和堆积空隙率越大,x′越小,水泥与减水剂的相容性越差;当比表面积与x′相近时,n越大,浆体的流动性越差,饱和点掺量越大或饱和点Marsh时间越长,流动度经时损失越小;随着样品比表面积的增大,水泥与减水剂的相容性变差;对于n大的样品,比表面积增大对相容性的不利影响更为显著;降低堆积空隙率能使水泥颗粒分布连续而较宽;自身需水性较低的微细粉体有利于改善水泥与减水剂的相容性. The compatibility of superplasticizer and cement with the same clinker but different particle size distributions (PSDs) was investigated via the Marsh cone method and the paste fluidity method, and the effects of the specific surface area of powders, the uniformity coefficient n, the characteristic diameter x′ and the packing porosity on the compatibility were analyzed. The results show that ( 1 ) the compatibility becomes poor with the increase of the specific surface area, n and the packing porosity, and with the decrease of x′; (2) when the specific surface area is approximately equal to x′, with the increase of n, the paste fluidity becomes poor, the saturation point dosage and the Marsh time increase, and the loss of fluidity with time reduces; (3) with the increase of specific surface area, the compatibility becomes poor, and the negative influence of specific surface area on the compatibility becomes critical at a narrow PSD; (4) low packing porosity may result in continuous and wide distribution of cement particles: and (5) powders with low water reqiirement are more suitable for imoroving the compatibility.
出处 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2009年第8期127-131,共5页 Journal of South China University of Technology(Natural Science Edition)
基金 华南理工大学自然科学基金资助项目(324-E5040150)
关键词 颗粒分布 相容性 均匀性系数 比表面积 Marsh时间 particle size distribution compatibility uniformity coefficient specific surface area Marsh time
  • 相关文献

参考文献9

二级参考文献11

  • 1樊粤明,吴笑梅.水泥的高性能化[J].水泥,2004(12):6-8. 被引量:10
  • 2吴笑梅,文梓芸,樊粤明.Marsh筒法量化评价水泥与减水剂流变学相容性的探讨[J].水泥,2007(4):1-4. 被引量:6
  • 3吴笑梅 樊粤明 张登频.熟料烧成工艺对水泥与外加剂相容性的影响.材料导报,2007,21(12):1-1.
  • 4A~tcin P C. High performance concrete science and technology[M]. London.. E and FN Spon, 1997 : 12.
  • 5[1]Krell J. Die Konsistenz Von Zementleim. Mortel und Beton[ M ].1985.
  • 6[2]Schulze W. Der Baustoff BETON und Seine Technologie[M]. 1961.
  • 7[3].Roland Hlttl. Hochleistungsbeton - Beispiel Saureresistenz[J].BFT. 2000, ( 1 ): 52 - 60.
  • 8[4]Reschke T. Der Einfluss der Granulometrie der Feinstoffe auf die Geff geentwicklung und die Festigkeit yon Beton[J] . Beton, 2001, (3):141.
  • 9Aitcin P C. High performance concrete science and technology [ M ]. London:Published by E and FN Spon,1998: 12-13.
  • 10Kazuhiro Yoshioka, Ei-ichi Tazawa, Kenji Kawai, et al. Adsorption characteristics of superplasticizers on cement component minerals [ J 1. Cement and Concrete Research, 2002,32(10) : 1507-1513.

共引文献165

同被引文献60

引证文献9

二级引证文献28

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