The thaumasite form of sulfate attack in Portland-limestone cement mortars stored in magnesium sulfate solution

被引:66
作者
Hartshorn, SA
Sharp, JH
Swamy, RN
机构
[1] Univ Sheffield, Dept Mat Engn, Sheffield S1 3JD, S Yorkshire, England
[2] Univ Sheffield, Ctr Cement & Concrete, Sheffield, S Yorkshire, England
[3] Univ Sheffield, Dept Mech Engn, Sheffield S1 3JD, S Yorkshire, England
关键词
thaumasite; sulfate; Portland-limestone;
D O I
10.1016/S0958-9465(01)00087-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Mortar prisms (40 x 40 x 160 mm(3)) made at a water:solids ratio of 0.5 and a cement:aggregate ratio of 1:2.5 from Portland cement with 0%, 5%, 15% and 35% limestone additions were cured in water at 20 degreesC for 28 days. They were subsequently stored in air and submerged in magnesium sulfate solution at 5 and 20 degreesC for a year. The prisms were inspected visually every 28 days, the solution was changed every 84 days, and selected samples were examined by X-ray diffraction (XRD), differential scanning calorimetry (DSC) and scanning electron microscopy (SEM) after specified intervals. The thaumasite form of sulfate attack was readily identified in the ordinary Portland cement (OPC) - 35% limestone mortar after 126 days storage in magnesium sulfate solution. The surface layer of the prism had spalled and was mushy, while the core was still solid and sound. Gypsum, thaumasite and brucite were identified in the surface layer. Secondary electron images of polished sections of deteriorated Portland-limestone cement mortars revealed the microstructure of the cement to be suffering from the thaumasite form of sulfate attack. The extent of this attack was greater at 5 degreesC than at 20 degreesC, although some thaumasite was formed even at the higher temperature. (C) 2002 Published by Elsevier Science Ltd.
引用
收藏
页码:351 / 359
页数:9
相关论文
共 14 条
[1]   Identification and characterisation of thaumasite by XRPD techniques [J].
Barnett, SJ ;
Adam, CD ;
Jackson, ARW ;
Hywel-Evans, PD .
CEMENT & CONCRETE COMPOSITES, 1999, 21 (02) :123-128
[2]   Chemical changes in concrete due to the ingress of aggressive species [J].
Brown, PW ;
Doerr, A .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (03) :411-418
[3]   The occurrence of thaumasite in modern construction - a review [J].
Crammond, N .
CEMENT & CONCRETE COMPOSITES, 2002, 24 (3-4) :393-402
[4]  
CRAMMOND NJ, 1995, AMER CONC I, V154, P357
[5]  
Crammond NJ, 1993, P 6 INT C DUR BUILD, V1, P295
[6]  
DEER WA, 1966, INTRO ROCK FORMING M, P498
[7]   The effects of varying gypsum content on thaumasite formation in a cement:lime:sand mortar at 5 degrees C [J].
Gaze, ME .
CEMENT AND CONCRETE RESEARCH, 1997, 27 (02) :259-265
[8]   The formation of thaumasite in a cement:lime:sand mortar exposed to cold magnesium and potassium sulfate solutions [J].
Gaze, ME ;
Crammond, NJ .
CEMENT & CONCRETE COMPOSITES, 2000, 22 (03) :209-222
[9]  
GRIJALVO JA, 2000, ACI SP, V2, P1173
[10]   Thaumasite formation in Portland-limestone cement pastes [J].
Hartshorn, SA ;
Sharp, JH ;
Swamy, RN .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (08) :1331-1340