活性细粒混凝土的原理及结构性能

THEORY AND STRUCTURAL CAPABILITY OF THE REACTIVE POWDER CONCRETE

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摘要本文系统地论述了活性细粒混凝土(RPC)的基本原理及采用的技术措施,用现有的理论分析、阐述了结构特点及超高性能,并指出了有待解决的问题.

作者牛季收

机构地区平顶山工学院

出处《建筑技术开发》 2003年第7期57-58,115,共3页 Building Technology Development

关键词活性细粒混凝土原理微观结构超高性能

参考文献5

1Bonneau O, Poutlin C, Dugat J, Aitcin P C. Reactive Powder Concrete:From Theory to Practive. Concrete International, 1996,18(4).
2Richard P. Reactive Powder Conerete:A New Ultra High Strength Cementitious Material. 4 th Internal Symposium on Utilization of High-Strength/High-Performance Concrete, Paris, 1996.
3Concrete Engineering International.The First RPC Structure, 1998.
4Feldman R F, Beaedain J J. Mierostrueture and Srtrength d Hydrated Cement. Cement and Concrete Researth, 1996(7).
5Czemin W. Discussion of Papers, Symposium on the Hydration of Cement. Vienna. Zement u. Beton, 1959(16).

建筑技术开发

2003年第7期

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