Pump Ability of Concrete Mixture Improvement Based on Rich Mortar Theory Testing Method

Article Preview

Abstract:

Ready-mixed concrete has gained more and more popularity in the construction projects in China. Long distance or high dislocation pump of concrete mixture is difficult to control the concrete quality , even more worse, the concrete may become drier or stocked during the pumping. How to improve the concretes pump ability is a major concern of the construction company. With the development of civil engineering, the building get much more higher and the bridge get much more longer, the pump ability of concrete matters the final product quality of the structure. This article proposed a comprehensive research on pump-ability of concrete mixture from the in field experiences by CCEED (China Construction Eighth Engineering Division).

You might also be interested in these eBooks

Info:

Periodical:

Pages:

704-707

Citation:

Online since:

January 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H. Merve Basar, Nuran Deveci Aksoy. The effect of waste foundry sand (WFS) as partial replacement of sand on the mechanical, leaching and micro-structural characteristics of ready-mixed concrete. Construction and Building Materials, 2004, 35: 508~515.

DOI: 10.1016/j.conbuildmat.2012.04.078

Google Scholar

[2] A.M. Alhozaimy. Effect of retempering on the compressive strength of ready-mixed concrete in hot-dry environments, Cement and Concrete Composites, 2007, 29(2): 124~127.

DOI: 10.1016/j.cemconcomp.2006.08.007

Google Scholar

[3] B. Chatveera, P. Lertwattanaruk, N. Makul. Effect of sludge water from ready-mixed concrete plant on properties and durability of concrete. Cement and Concrete Composites, 2006, 28(5): 441~450.

DOI: 10.1016/j.cemconcomp.2006.01.001

Google Scholar

[4] K. Dhir, R.G.C. Mays, H.C. Chua. Lightweight structural concrete with Aglite aggregate: mix design and properties.  International Journal of Cement Composites and Lightweight Concrete, 1984, 6(4): 249~261.

DOI: 10.1016/0262-5075(84)90020-4

Google Scholar

[5] O. Kayali, M.N. Haque, B. Zhu. Drying shrinkage of fibre-reinforced lightweight aggregate concrete containing fly ash . Cement and Concrete Research,  1999, 29(11): 1835~1840.

DOI: 10.1016/s0008-8846(99)00179-9

Google Scholar

[6] Tarek Uddin Mohammed, Hidenori Hamada, Toru Yamaji. Performance of seawater-mixed concrete in the tidal environment. Cement and Concrete Research, 2004, 34(4): 593~601.

DOI: 10.1016/j.cemconres.2003.09.020

Google Scholar