Behavior of composite cement pastes containing microsilica and fly ash at elevated temperature

被引:95
|
作者
Heikal, Mohamed [1 ]
El-Didamony, H. [2 ]
Sokkary, T. M. [3 ]
Ahmed, I. A. [2 ]
机构
[1] Benha Univ, Fac Sci, Dept Chem, Banha, Egypt
[2] Zagazig Univ, Fac Sci, Zagazig, Egypt
[3] Housing & Bldg Res Ctr Cairo, Cairo, Egypt
关键词
Microsilica; Fly ash; Heat-treatment; Phase composition; Microstructure; HIGH-STRENGTH CONCRETE; SILICA FUME; COMPRESSIVE STRENGTH; PHASE-COMPOSITION; PORE STRUCTURE; HYDRATION; MICROSTRUCTURE;
D O I
10.1016/j.conbuildmat.2012.09.069
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The work aims to study the effect of substitution of micro-silica (SF) and fly ash (FA) on the behavior of composite cement pastes exposed to elevated temperature. The composite cements are composed of 80 mass% OPC with variable amounts of SF and/or FA. The fire resistance of composite cement pastes was evaluated after firing at 250, 450, 600, and 800 degrees C with rate of heating 3 degrees C/min for 3 h soaking time. The physico-mechanical characteristics such as total porosity, bulk density and compressive strength of cement pastes were determined at each firing temperature. Moreover, the phase composition, free lime and microstructure for some selected samples were investigated. Cement pastes containing 10 and 15 mass% have higher firing resistance than all SF-pozzolanic cement pastes at 600 degrees C. It can be also, concluded that the composite cement pastes made from 10% of SF and 10% FA have good fire resistance in comparison with cement pastes made from only SF-pozzolanic cement pastes up to 450 degrees C. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1180 / 1190
页数:11
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