Rehydration activity of hydrated cement paste exposed to high temperature

被引:65
作者
Xuan, D. X. [1 ]
Shui, Z. H. [1 ]
机构
[1] Wuhan Univ Technol, Sch Mat Sci & Engn, Wuhan 430070, Peoples R China
关键词
high temperature; dehydrated cement paste; dehydration temperature; rehydration behavior; DEHYDRATION; CONCRETE; SILICATE;
D O I
10.1002/fam.1067
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Subjected to the wet surrounding, hydrated cement paste (HCP) exposed to high temperature may exhibit rehydration behavior. This paper presents the influence of the dehydration temperature and the initial water/cement ratio on the rehydration activity of dehydrated cement paste (DCP). Original HCPs were prepared with two water/cement ratios of 0.3 and 0.5, respectively, and cured under the fog-spraying standard condition for 30 days. The DCP powders used were obtained by grinding dry HCP less than 75 mu m and then subjecting to different temperatures, up to 900 degrees C. The rehydration properties of DCP were evaluated by the required water for standard consistency, the setting time, the rehydrated compressive strength and the microstructure evolution. X-ray diffraction (XRD) was employed to identify the crystalline phases before and after rehydration. Experimental results showed that the coupled rehydration effect from the dehydrated hydration products and the initially unhydrated cement determined the rehydration behavior of DCP. The rehydration of DCP strongly depended on the dehydration temperature and the water/cement ratio of the original HCP. Copyright (C) 2010 John Wiley & Sons, Ltd.
引用
收藏
页码:481 / 490
页数:10
相关论文
共 17 条
[1]  
Ahn Jaecheol, 2004, [Journal of the Architectural Institute of Korea Structure & Construction, 대한건축학회논문집 구조계], V20, P91
[2]   Dehydration and rehydration processes of cement paste exposed to high temperature environments [J].
Alonso, C ;
Fernandez, L .
JOURNAL OF MATERIALS SCIENCE, 2004, 39 (09) :3015-3024
[3]   Composition and microstructural changes of cement pastes upon heating, as studied by neutron diffraction [J].
Castellote, M ;
Alonso, C ;
Andrade, C ;
Turrillas, X ;
Campo, J .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (09) :1633-1644
[4]   The effect of two types of C-S-H on the elasticity of cement-based materials: Results from nanoindentation and micromechanical modeling [J].
Constantinides, G ;
Ulm, FJ .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (01) :67-80
[5]   SI-29 MAS NMR-STUDY OF THE HYDRATION OF TRICALCIUM SILICATE IN THE PRESENCE OF FINELY DIVIDED SILICA [J].
DOBSON, CM ;
GOBERDHAN, DGC ;
RAMSAY, JDF ;
RODGER, SA .
JOURNAL OF MATERIALS SCIENCE, 1988, 23 (11) :4108-4114
[6]   Rehydration and microstructure of cement paste after heating at temperatures up to 300 °C [J].
Farage, MCR ;
Sercombe, J ;
Gallé, C .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (07) :1047-1056
[7]   Silicate anion structural change in calcium silicate hydrate gel on dissolution of hydrated cement [J].
Haga, K ;
Shibata, M ;
Hironaga, M ;
Tanaka, S ;
Nagasaki, S .
JOURNAL OF NUCLEAR SCIENCE AND TECHNOLOGY, 2002, 39 (05) :540-547
[8]  
Lin WM, 1996, ACI MATER J, V93, P199
[9]  
Man RQ, 1996, J WUHAN UNIV TECHNOL, V18, P41
[10]  
Necille AM., 1995, PROPERTIES CONCRETE