Effect of ettringite on thaumasite formation

被引:80
作者
Köhler, S [1 ]
Heinz, D [1 ]
Urbonas, L [1 ]
机构
[1] Tech Univ Munic, Ctr Bldg Mat, D-81245 Munic, Germany
关键词
thaumasite; ettringite; sulphate attack;
D O I
10.1016/j.cemconres.2005.11.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Deterioration of cementitious building materials is often caused by sulphate attack where ettringite and gypsum play the most destructive role at moderate ambient temperatures. In contrast, thaumasite [Ca3Si(OH)(6)(.)12H(2)O](SO4)(CO3) is mostly observed at comparatively low temperatures of less then 15 degrees C. This mineral forms from calcium, sulphate, carbonate and silicon. The latter originates from the decomposition of C-S-H which results in deterioration of the hardened cement paste structure. To investigate the effect of ettringite oil thaumasite formation, pastes were mixed using synthetic clinker phases, fly ash and nanosilica. Aqueous suspensions were prepared with the ground-hydrated pastes mixed with calcite and either gypsum or sodium sulphate. Following different storage periods, the solid phase was separated by filtration, dried and analysed by XRD using the Rietveld method as well as ESEM and TEM. The liquid phase was analysed by ICP-OES. The results indicate that thaumasite formation occurs through the heterogeneous nucleation of thaumasite on the surface of ettringite, due to the structural similarities of these minerals. This reaction is followed by further epitaxial growth of thaumasite from its components present in solution. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:697 / 706
页数:10
相关论文
共 23 条
[1]  
Arnett S. J., 2001, Journal of Concrete Science Engineering, V3, P209
[2]   CEMENT HYDRATE PHASES - SOLUBILITY AT 25-DEGREES-C [J].
ATKINS, M ;
GLASSER, FP ;
KINDNESS, A .
CEMENT AND CONCRETE RESEARCH, 1992, 22 (2-3) :241-246
[3]   Solid solutions between ettringite, Ca6Al2(SO4)3(OH)12•26H2O, and thaumasite, Ca3SiSO4CO3(OH)6•12H2O [J].
Barnett, SJ ;
Adam, CD ;
Jackson, ARW .
JOURNAL OF MATERIALS SCIENCE, 2000, 35 (16) :4109-4114
[4]   Extent of immiscibility in the ettringite-thaumasite system [J].
Barnett, SJ ;
Macphee, DE ;
Crammond, NJ .
CEMENT & CONCRETE COMPOSITES, 2003, 25 (08) :851-855
[5]   XRD, EDX and IR analysis of solid solutions between thaumasite and ettringite [J].
Barnett, SJ ;
Macphee, DE ;
Lachowski, EE ;
Crammond, NJ .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (05) :719-730
[6]  
BELLMAN F, 2003, BAUSTOFFTAGUNG IBAUS
[7]   Thaumasite - background and nature in deterioration of cements, mortars and concretes [J].
Bensted, J .
CEMENT & CONCRETE COMPOSITES, 1999, 21 (02) :117-121
[8]   Thaumasite-direct, woodfordite and other possible formation routes [J].
Bensted, J .
CEMENT & CONCRETE COMPOSITES, 2003, 25 (08) :873-877
[9]  
Bensted J, 2000, ZKG INT, V53, P704
[10]   The thaumasite form of sulfate attack in the UK [J].
Crammond, NJ .
CEMENT & CONCRETE COMPOSITES, 2003, 25 (08) :809-818