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原料组成对石灰石基少熟料水泥性能影响 被引量:3

Influence of Material Composition on Properties of the Limestone-based Cement with Few Clinker
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摘要 研究了石灰石、矿渣、石膏和少量熟料制备的石灰石基少熟料水泥中原料组成含量对水泥强度、凝结时间及标准稠度等物理性能的影响规律。研究发现在石灰石最高掺量不超过65%的情况下可以制备符合国家GB/T 3183—2003《砌筑水泥》标准的石灰石基少熟料水泥。该水泥的强度随石灰石掺量增加、矿渣掺量的减少而下降,同时标准稠度也随之减少,凝结时间缩短。与通常的硅酸盐类水泥不同,熟料在石灰石基少熟料水泥中主要起碱性激发作用,适宜的掺量为7%左右。适宜的碱度有利于该水泥强度的发展,而过高的碱度对其强度增长不利。 The effect of material composition of the limestone-based cement with few clinke on cement strength, setting time,standards of consistency and other physical properties for the cement that was maded of limestone, slag, gypsum and a small amount of clinker was investigated. The research shows that the limestone-based cement which is in line with the national GB/T3183-2003 "masonry cement" standards can be prepared in the case of not exceeding 65 % of limestone. The strength of cement would reduce when the content of limistone is increased as well as the content of slag is reduced, at the same time, the standardized consistency and setting time of cement would be shortented. Different with the Portland cement, the clinker mainly plays alkaline excitation in the limestone-based cement system, the optimum mixing volume of cement is about 7%. Suitable alkalinity is favorable to the strength development of the cement. While too high alkalinity is unfavourable to its intensity.
作者 林宗寿 赵前
出处 《武汉理工大学学报》 CAS CSCD 北大核心 2009年第23期11-15,26,共6页 Journal of Wuhan University of Technology
基金 武汉市科技计划项目(200910221035)
关键词 石灰石 熟料 强度 limestone clinker strength
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参考文献10

  • 1Tsivilis S, Chaniotakis E, Badogiannis E, et al. A Study on the Parameters Affecting the Properties of Portland Limestone Cements[J]. Cem Concr Compos, 1999(21):107-116.
  • 2Tsivilis S, Batis G, Chaniotakis E, et al. Properties and Behavior of Limestone Cement Concrete and Mortar[J ]. Cement and Concrete Res,2000(30) : 1679-1683.
  • 3陈剑雄,李鸿芳,陈寒斌.石灰石粉超高强高性能混凝土性能研究[J].施工技术,2005,34(4):27-28. 被引量:50
  • 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
  • 5章春梅.碳酸钙微集料对硅酸三钙水化的影响.硅酸盐学报,1988,(2):110-117.
  • 6Kakali G, Tsivilis S, Aggeli E, et al. Hyration Products of C3A, O3S and Portland Cement in the Presence of CaCO3 [ J ]. Cement and Concrete Res, 2000 (30) : 1073 - 1077.
  • 7Moncef, Nehdi, Sidney, et al. Optimization of High Strength Limestone Filler Cement Mortars[J]. Cement and Concrete Res, 1996(26) :883-893.
  • 8胡曙光,李悦,陈卫军,刘尚楚,甘志和.石灰石混合材掺量对水泥性能的影响[J].水泥工程,1996(2):22-24. 被引量:43
  • 9李步新,陈峰.石灰石硅酸盐水泥力学性能研究[J].建筑材料学报,1998,1(2):186-191. 被引量:47
  • 10Hiroshi Uchikawa, Shunsuke Hanehara, Hiroshi Hirao. Influence of Microstructure on the Physical Properties of Concrete. Prepared by Substituting Mineral Powder for Part of Fine Aggregate[ J ]. Cement and Concrete Research, 1996,12 (26):101-111.

二级参考文献8

  • 1章春梅.碳酸钙微集料对硅酸三钙水化的影响.硅酸盐学报,1988,(2):110-117.
  • 2陆平 陆树标.CaCO3对C3S水化的影响.硅酸盐学报,1987,(4):289-294.
  • 3章春梅,V.S.Ramachandran.碳酸钙微集料对硅酸三钙水化的影响[J]硅酸盐学报,1988(02).
  • 4章春梅,V.S.Ramachandran.碳酸钙微集料对硅酸三钙水化的影响[J]硅酸盐学报,1988(02).
  • 5章三多,方德瑞.沸石-石灰石微集料水泥[J]硅酸盐学报,1982(04).
  • 6(英)李(F.M.Lea)著,唐明述等.水泥和混凝土化学[M]中国建筑工业出版社,1980.
  • 7章春梅,V.S.Ramachandran.碳酸钙微集料对硅酸三钙水化的影响[J]硅酸盐学报,1988(02).
  • 8陈剑雄,崔洪涛,陈寒斌,肖斐.掺入超细石灰石粉的混凝土性能研究[J].施工技术,2004,33(4):39-41. 被引量:52

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