Mix Proportion Design of P (AA-co-MA)/PEG Polycarboxylic Copolymer and High Performance Concrete with Composite Admixture

Article Preview

Abstract:

This paper sets forth from the effect analysis of the concrete raw materials and all kinds of the performance index tests. It makes further research and exploration of the mix proportion design of P (AA-co-MA)/PEG polycarboxylic copolymer and high performance concrete with composite admixture, combining the mixture of the high performance concrete as well as the performances such as the workability, the hardness of the cement setting and hardening and the endurance quality. It is found that mixing 1.46% P (AA-co-MA)/PEG polycarboxylic copolymer, 15% fly ash and 10% granulated blast furnace slag powder together and adding the mixture into the concrete can not only save the cement but also improve the performance of the concrete. The designed C30 mix propor-tion design of P (AA-co-MA)/PEG polycarboxylic copolymer and high performance concrete with composite admixture has been applied successfully in the high-rise building construction.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1085-1090

Citation:

Online since:

December 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Chen Baofan (2011) Civil engineering materials practical technical manual. Beijing: China Architecture & Building Press 1: 78-79.

Google Scholar

[2] CHEN Yimin, HE Xingyang, LI Yongxin, SU Ying (2011) Mineral admixtures study progress and the existing problems. Materials Review 8: 28-31.

Google Scholar

[3] Aitcin P C, Neville A M, Acker P (1997) Integrated view of shrinkage reformation. Concrete Int 19(9): 35-36.

Google Scholar

[4] Kazuo Yamada, Shoichi Ogawa, Shunsuke Hanehara (2001) Controlling of the adsorption and dispersing force of polycarboxylate-type superplasticizer by sulfate ion concentration in aqueous phase. Cement and Concrete Research 31(2): 223-229.

DOI: 10.1016/s0008-8846(00)00503-2

Google Scholar

[5] Hirohshi Uchikawa, Daisuki Sawaki, Shunsuke Hanehara (1995) Influence of kind and added timing of organic admixture on the composition, structure and property of fresh cement paste. Cement and Concrete Research 25(2): 353-356.

DOI: 10.1016/0008-8846(95)00021-6

Google Scholar

[6] The People's Republic of China industry standard (2011) THE DESIGN REGULATIONS OF MIX RATIO OF ORDINARY CONCRETE (JGJ 55-2011). Beijing: China Architecture & Building Press 1: 123-125.

Google Scholar