Technical Papers
Jan 31, 2014

New Type of Super-Lightweight Magnesium Phosphate Cement Foamed Concrete

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 1

Abstract

Most previous investigations on foam concrete have been confined to portland cement and the density range of 4001,600kg/m3. The present study aims to develop a new foam concrete with a density ranging from 250 to 400kg/m3 by replacing portland cement with magnesia phosphate cement (MPC). Extensive laboratory tests were performed to characterize the fresh properties, strength, water resistance, and thermal conductivity of the MPC foam concrete. In the experimental studies, mixtures were prepared by replacing fine sand with various contents of fly ash. The results show that an appropriate workability value is achieved at a water-solid ratio of 0.30, at which a foam concrete mixture with a good stability and consistency can be produced. Using fly ash to replace fine sand can improve the properties of MPC foam concrete, includings its compressive strength, water resistance, and thermal conductivity. Novel super-lightweight foam concretes with dry densities ranging from 210 to 380kg/m3 were produced, with strengths ranging from 1.0 to 2.8 MPa and thermal conductivities ranging from 0.049 to 0.070W/m·K.

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Acknowledgments

The authors would like to acknowledge the financial support by National Key Technology R&D Program of the Ministry of Science and Technology (2011BAE27B04-7), Program for New Century Excellent Talents in University (NCET-12-0605), Program for Scientific Research and Development by China Railway Corporation (No.2013G008-F), and National Natural Science Foundation of China (No. 51378309).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 1January 2015

History

Received: Nov 23, 2013
Accepted: Jan 29, 2014
Published online: Jan 31, 2014
Discussion open until: Dec 9, 2014
Published in print: Jan 1, 2015

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Authors

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Li Yue, Ph.D.
Professor, Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing Univ. of Technology, Beijing 100124, People’s Republic of China.
Chen Bing, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai 200240, People’s Republic of China (corresponding author). E-mail: [email protected]

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