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硫铝酸盐水泥化学需水量的计算 被引量:2

CALCULATION OF CHEMICAL WATER DEMAND FOR HYDRATION OF CALCIUM SULFOALUMINATE CEMENT
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摘要 计算了贝利特 -硫铝酸盐 -铁酸盐熟料与终磨时加入的石膏完全水化时所需的化学需水量 (简称CWD) .给出了一系列反应式来预测CWD .这些工作需要大量的熟料化学分析 ,将其转化为标准矿物组成 ,还需要丰富的水化机理方面的知识 .还做了敏感性研究以找出需水量与水化作用的关系 .化学需水量对石膏含量非常敏感 ,特别在质量分数 0~ 3 0 %范围内 .以水灰比m(w) /m (c)表示 (包含石膏中的水 ) ,当石膏质量分数由 0增至3 0 %时 ,典型矿物完全水化的化学需水量大约在 0 .3 7~ 0 .62之间 .波特兰水泥混凝土在孔中常残留多余的水 ,硫铝酸盐水泥混凝土则不同 ,在浇注时有足够的流动性 ,而水化后达到一种“内干”状态 ,即不含自由孔隙水 .文中报道的一些硫铝酸盐水泥混凝土的性能改善与“内干”状态有关 . The chemical water demand (CWD) necessary for complete hydration of belite-calcium sulfoaluminate-ferrite clinkers is calculated, taking into account gypsum added during final grinding. A series of equations are developed to predict CWD. These require a bulk chemical analysis of the clinker, which is converted to normative minerals, and knowledge of hydration mechanisms. Sensitivity studies are also performed showing the relationships between water content and hydration. The CWD is sensi_tive to gypsum contents, especially in the range 0—30%(in mass). Expressed as a m (w)/ m (c)(including gypsum),the CWD for complete hydration of a typical clinker ranges from approximately 0.37 to 0.62 as gypsum contents increase from 0 to 30%. Relative to portland cement concretes, which normally retain an excess of water in pores, it is easy to achieve C S A blends which have sufficient fluidity for emplacement yet in the course of hydration achieve a “dry” internal environment, i.e., do not contain free pore water. Some of the reported property improvements are related to “dry” internal regimes.
出处 《硅酸盐学报》 EI CAS CSCD 北大核心 2000年第4期340-347,共8页 Journal of The Chinese Ceramic Society
关键词 硫铝酸盐水泥 化学需水量 计算 水化 sulfoaluminate cement sulfoterrite cement chemical water demand
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参考文献2

  • 1王燕谋,硫铝酸盐水泥,1999年
  • 2Wang Lan,Adv Cement Res,1996年,31卷,8期,127页

同被引文献17

  • 1隋同波,曾晓辉,谢友均,李宗津,魏小胜,范磊,文寨军.电阻率法研究水泥早期行为[J].硅酸盐学报,2008,36(4):431-435. 被引量:40
  • 2张丕兴.硫铝酸盐同硅酸盐复合水泥的研究[J].水泥,1989(12):2-6. 被引量:5
  • 3LI Zongiin,LI Wenlai. Contactless, Transformer-based Measurement of the Resistivity of Materials: US, 6639401 [P]. 2003- 10-28.
  • 4Zhou Q, Milestone N B, Hayes M. An Alternative to Portland Cement for Waste Encapsulation-the Calcium Sulfoaluminate Cement System[J]. Journal of Hazardous Materials,2006(136) :120-129.
  • 5Lea F M.水泥和混凝土化学[M].唐明述,杨南如,胡道和,等译.3版.北京:中国建筑工业出版社,1980.
  • 6Wei Xiaosheng. Interpretation of Hydration Process of Cement-based Materials Using Electrical Resistivity Measurement[D]. Hong Kong: Hong Kong University of Science and Technology,2004.
  • 7王复生,杨海艳,汤仕发.硫铝酸盐水泥和硅酸盐水泥混合对复合水泥性能的影响[C]//第三系列水泥及混凝土论文集.北京:中国建筑材料科学研究院,1997:457-462.
  • 8I Janotka, L Krajei, A Ray. The hydration phase and pore structure formation in the blends of sulphoaluminate-belite cement with Portland cement [J]. Cement and Concrete Research,2003,33:489-497.
  • 9Laure Pelletier, Frank Winnefeld, Barbara Lothenbach.The ternary system Portland cement-calcium sulphoaluminate clinker-anhydrite: Hydration mechanism and mortar properties [J]. Cement and Concrete Composites .2010, 32:497-507.
  • 10叶铭勋,卢保山,许温葭,等.低碱度水泥浆体中钙矾石通过液市用形成的证据[C]//第三系列水泥及混凝土论文集.北京:巾国建筑材料科学研究院,1997:282-286.

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