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免振捣高强膨胀混凝土的研究 被引量:5

Study on the Non-vibrated Expansive High Strength Concrete
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摘要 提出了免振捣混凝土优化设计方法 ,配制出了免振捣高强膨胀混凝土 ,该种混凝土的 2 8d免振抗压强度可以达到 6 0 MPa以上 ,坍落度大于 2 4cm ,扩展度约为 6 0 cm,不离析泌水 。 The optimizing design method of non-vibrated concrete has been put forward. Non-vibrated expansive high strength concrete has been prepared. The properties of this kind of concrete are good enough for modern concrete projects: the 28 d compressive strength of non-vibrated concrete is over 60 MPa, and the slump is over 24 cm, and the flow value is over 60 cm without bleeding and segregation.
出处 《武汉工业大学学报》 CSCD 2000年第6期1-4,共4页
基金 交通部"九五"重点科技攻关项目
关键词 免振捣 高强膨胀混凝土 配合比 优化设计 non-vibrated expansion high strength concrete
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共引文献92

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  • 1陈剑雄.不振捣的高性能优质混凝土[J].混凝土,1994(4):14-19. 被引量:11
  • 2王正祥,方明宇,唐莹.HMS型系列高效减水剂[J].化学建材,1995,11(3):120-121. 被引量:7
  • 3朱洪波,马保国,李相国.膨胀剂WHU对自密实砼收缩及渗透性的影响[J].武汉理工大学学报,2006,28(5):48-52. 被引量:2
  • 4刘运华,谢友均,龙广成.自密实混凝土研究进展[J].硅酸盐学报,2007,35(5):671-678. 被引量:155
  • 5Khatib J M. Performance of Self-compacting Concrete Containing Fly Ash [ J ]. Construction and Building Materials, 2008,22(9) : 1963-1971. 被引量:1
  • 6Buia V K, Montgomeryb D, Hinczakc I, et al. Rapid Testing Method for Segregation Resistance of Self-compacting Concrete[J]. Cement and Concrete Research, 2002, 32(9):1489-1496. 被引量:1
  • 7Burak Feleko clu, Sel cuk Ttirkel, Yi git Altunta s. Effects of Steel Fiber Reinforcement on Surface Wear Resistance of Self- compacting Repair Mortars[ J ]. Cement and Concrete Composites, 2007, 29 (5) :391-396. 被引量:1
  • 8Mak S L,Hynes J P.Creep and Shrinkage of Ultra High-strength Concrete Subjected to High Hydration Temperature[J].Cement and Concrete Research,1995,25(8):1791~1802. 被引量:1
  • 9Roy R F,Larrard.Creep and Shrinkage of High-performance Concrete[A].The 5th International Symposium on Creep and Shrinkage of Concrete[C].London:E & FN Spon,1993.499~504. 被引量:1
  • 10Folliard K J,Berke N S.Properties of High-performance Concrete Containing Shrinkage-reducing Admixture[J].Cement and Concrete Research,1997,27(9):1357~1364. 被引量:1

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