Air-void parameters measurement of fresh concrete

Huajian Li , Lu Yang , Yongjiang Xie

Journal of Wuhan University of Technology Materials Science Edition ›› 2013, Vol. 28 ›› Issue (1) : 117 -121.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2013, Vol. 28 ›› Issue (1) : 117 -121. DOI: 10.1007/s11595-013-0651-3
Cementitious Materials

Air-void parameters measurement of fresh concrete

Author information +
History +
PDF

Abstract

To explore the method to evaluate air-void parameters of fresh concrete rapidly, the spacing factor and specific surface of freshly mixed concrete of different air contents, different slumps and different mineral admixtures (fly ash, fly ash-slag, fly ash-slag-silica fume composite) are studied by air-void analyzer (AVA), and the correlation between the air content measured by AVA and air content determinator is compared. The results show that the spacing factor of the fresh concrete decreases firstly and then increases with the increase of air content, however the specific surface has the opposite rule. When the air content is more than 8%, the spacing factor of fresh concrete increases and the specific surface decreases. For the fresh concrete samples with similar air content, the specific surface increases firstly and then decreases with the increase of slump, but the spacing factor decreases firstly and then increases. Mineral admixture can reduce the spacing factor of fresh concrete and increase the specific surface to some degree. There is a good correlation between the air content measured by two methods, and the air content measured by AVA is about 70% of the air content measured by the air content determinator.

Keywords

fresh concrete / air content / spacing factor / specific surface

Cite this article

Download citation ▾
Huajian Li, Lu Yang, Yongjiang Xie. Air-void parameters measurement of fresh concrete. Journal of Wuhan University of Technology Materials Science Edition, 2013, 28(1): 117-121 DOI:10.1007/s11595-013-0651-3

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

ACI 201. 2R-08. Guide to Durable Concrete [R]. American, 2008

[2]

Fagerlund G. The Critical Degree of Saturation Method of Assessing the Freeze/thaw Durability of Concrete [J]. Materials and Structure, 1977(10):231–253

[3]

T C Powers, R A Helmuth. Theory of Volume Changes in Hardened Portland Cement Paste During Freezing[J]. Proceedings of the Highway Research Board, 1956 (32):285–297

[4]

Powers T. C. Void Spacing as a Basis for Producing Air-entrained Concrete[J]. ACI Journal, 1954, 50(9): 741-760.

[5]

Li Junyi. Spacing Factor Critical Value of Hardened Concrete[J]. Port Project, 1997, 3: 27-29.

[6]

Yan H., Sun W., Li Gang. Study on the Air Bubble Parameters and Frost Resistance of Hydraulic Concrete with High Volume Fly Ashes[J]. Industrial Construction, 2001, 31(8): 46-49.

[7]

HUANG Xiaoheng, XU Caihong, WANG Liwen. Experiment and Study of Influence of Property of Air-Bubbles in Hardened Concrete upon Frost Resistance of Concrete[J]. China Harbor Engineering, 2003(3):14–17

[8]

Zhang S., Cheng Xiuzhen. On Better Understanding of Effect of Air-Void Parameters on Freeze-Thaw Durability of Concrete[J]. Journal of Northwest Stern Polytechnical University, 2012, 20(1): 10-14.

[9]

HU Jiang, HUANG Jiamu, LI Huajian. Study on Freezing-Thawing Resistance and Air Characteristics of Concrete with Mineral Admixtures[J]. Railway Engineering, 2009, (6):124–127

[10]

ASTM. Standard Test Method for Microscopical Determina-tion of Parameters of the Air-Void System in Hardened Concrete[S]. ASTM/C 457-06, USA, 2006

[11]

CSA. Concrete Materials and Method of Concrete Construction[S]. CAN/CSA A23.1, Canada, 2009

[12]

China Civil Engineering Society. Guide to Durability Design and Construction of Reinforced Structures[M], 2004 Beijing China Architecture and Building Press

[13]

MOHURD. Code for Durability Design on Concrete Structure[S]. GB/T 50476-2008, China, 2008

[14]

Changsha University of Science and Technology. Specification for Deterioration Prevention of Highway Concrete Structures[S]. JTG/T B07-01-2006, China, 2006

[15]

China Academy of Railway Science. Code for Durability Design on Concrete Structure of Railway[S]. TB 10005-2010, China, 2010

[16]

China Academy of Railway Science. Technical Specification for Construction of Highway Cement Concrete Pavements[S]. JTG/F30-2003, China, 2003

[17]

T A. Air Void Analyzer[J]. Concrete Technology Today, 1998, 19(1): 4-8.

[18]

Farhad Ansari. Rapid In-place Air Content Determination in Fresh Concrete [J]. Concrete International, 1991(1):39–43

[19]

Natalie Darraugh. Air Void Characterization in Fresh Cement Paste through Ultrasonic Attenuation using an Immersion Procedure [J]. Georgia, 2009:18–21

[20]

American Association of State Highway and Transportation Officials. Air-void Characteristics of Freshly Mixed Concrete by Buoyancy Change[S]. ASHTO TP 75-08, USA, 2008

[21]

Claus Germann Petersen. Air Void Analyzer (AVA) for Fresh Concrete, Last Advances[C]. Nineth ACI International Conference on Superplasticizers and Other Chemical Admixtures in Concrete, Sevilla, Spain, 2009

[22]

Kejin Wang. Improving Precision and Variability of Air-Void Analyzer Test Results[R]. National Concrete Pavement Technology Center, 2008

[23]

Du L., Folliard K. J. Mechanisms of Air Entrainment in Concrete[J]. Cement and Concrete Research, 2005, 35(8): 1 463-1 471.

[24]

Yang Qianrong. Durability of Air Entrained Concrete and Evaluation of Air Entraining Agents Quality [D], 2007 Shanghai Tongji University

[25]

Feng Zhongwei. Study on the Evaluate Index of Concrete Durability [D], 2007 Beijing China Academy of Railway Sciences

AI Summary AI Mindmap
PDF

109

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/