Optimization Study of Expansive Agents of Shrinkage-Compensating Concrete

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Abstract:

Using 6% HCSA, HEA and CSA equivalent replacement Slag Portland Cement add into the normal concrete, the compressive strength, splitting tensile strength and flexural strength at the age of 3d, 7d and 28d are researched. It is concluded that reinforcing effect of the three expensive agents are in order CSA, HEA and HCSA form the view of mechanics , expansive agents increase the bonding force between coarse aggregate and slurry, alleviate the development speed of cracks and increase the destruction deformability of concrete.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

750-754

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] JGJ/T 178-2009, Technical Specification Of Shrinkage-compensating Concrete Application.(in Chinese)

Google Scholar

[2] You Baokun, Li Naizhen. Expansive Agent and Shrinkage-compensating Concrete ,(China architecture and building press, 2006)

Google Scholar

[3] Zhao Shunzeng , You baokun. Technical regulations and guidelines of Shrinkage-compensating concrete application (China architecture and building press, 2009)

Google Scholar

[4] Wang Tiemeng. Cracks control of Engineering structural( China architecture and building press, 2007)

Google Scholar

[5] Ma Qinyong. Basic Principles Of Concrete Structures ,(China machine Press, 2007)

Google Scholar

[6] You baokun ,Zhao Shunzeng. Expansive agents of concrete and its application-Technical of Concrete Crack Control, (Academic Experimental analysis of concrete expansion agent of Fourth National, Shenzhen, 2006)

Google Scholar

[7] Song Chunxiang. In: northwest science technology university of agriculture and forestry,2007 (In Chinese)

Google Scholar