CURING OF HIGH PERFORMANCE CONCRETE

Yao Ming-fu; Zhan Bing-gen; Hui Ling

doi:10.13204/j.gyjz200604021

Volume 36 Issue 4

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 70-72,90

Tao Zhong, Yu Qing. SUMMARY OF-STATE-OF-THE ART OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001

Citation:

Yao Ming-fu, Zhan Bing-gen, Hui Ling. CURING OF HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 70-72,90. doi: 10.13204/j.gyjz200604021

Tao Zhong, Yu Qing. SUMMARY OF-STATE-OF-THE ART OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001

Citation:

Yao Ming-fu, Zhan Bing-gen, Hui Ling. CURING OF HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 70-72,90. doi: 10.13204/j.gyjz200604021

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CURING OF HIGH PERFORMANCE CONCRETE

doi: 10.13204/j.gyjz200604021

1.
1. Constructed and Managed Committee in Nanhui District of Shanghai Shanghai 201300;
2.
2. School of Civil Engineering,Hefei University of Technology Hefei 230009;
3.
3. Shanghai Project Prospecting and Designing Limited Company Shanghai 200025

Received Date: 2005-11-16
Publish Date: 2006-04-20

Abstract

Abstract

It was tried to explain the significant influence of curing on cement hydration of concrete.The temperature and humidity of curing were the key factor that effected cement hydration.A good early curing could reduce autogenous shrinkage of high performance concrete.It was analysed structural characteristics of composition of high performance concrete and explained the curing features of this concrete.Thus one of the critical aspects for the successful usage of high performance concrete would be knowing how to cure it to achieve its full performance.It had long been recognized that adequate curing was to obtain the desired strength and durability properties of concrete.
- high performance concrete,
- curing,
- autogenous shrinkage,
- humidity,
- temperature

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References(10)

References

Kenneth W Meeks, NicholasJ Carino. Curing of High -PerformanceConcrete: Report of the State-o-f the-Art Building and Fire ResearchLaboratory Gaithersburg,MD. 1999:1-9, 170-173

李锋. 关于普通混凝土与高性能混凝土的评述. 福州大学学报, 1999,27(3): 99-102

冯乃谦, 邢锋. 高性能混凝土技术. 北京: 原子能出版社, 2000:49-52

Verback G J, Helmuth R A. Structures and Physical Properties ofCement Paste 5th Int. Symp on the Chemistry of Cement. 1968: 1-32

Me Grah P,Hooton R D.Sel-f Desiccation of Portland Cement and SilicaFumeModified MortarsPPSetzer M. Conference on Advanced CementionsMaterials.MD:Gaitersburg, 1990: 20-26

徐欣. 高强混凝土内同成分砂浆在不同湿度养护条件下的强度发展规律. 工程质量, 2001, (6):32-33

吴中伟,廉慧珍.高性能混凝土.北京:中国铁道出版社,1999:306-311

谭克锋. 高强轻骨料混凝土对养护温度敏感性的研究. 混凝土与水泥制品, 1996(4): 18-20

杨全兵. 水中养护两年高性能混凝土的自干燥研究. 建筑材料学报, 1998, 1(3):215-221

杨建森. 高性能混凝土的变形性能极其控制. 混凝土, 2001(10):13-16

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