Chloride ion binding capacity of aluminoferrites

The hydration of aluminoferrites (C 4AF, C 6AF 2 and C 6A 2F) and their mixture with gypsum (up to 10/5 ratio) was investigated as well as their chloride binding capacity (after immersion in 10% NaCl solution) by thermal tests (DTG and TGA) and X-ray diffraction (XRD). Hydration products of these al...

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Published inCement and concrete research Vol. 31; no. 4; pp. 577 - 588
Main Authors Csizmadia, Jolán, Balázs, György, Tamás, Ferenc D
Format Journal Article
LanguageEnglish
Published New York, NY Elsevier Ltd 01.04.2001
Elsevier Science
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Summary:The hydration of aluminoferrites (C 4AF, C 6AF 2 and C 6A 2F) and their mixture with gypsum (up to 10/5 ratio) was investigated as well as their chloride binding capacity (after immersion in 10% NaCl solution) by thermal tests (DTG and TGA) and X-ray diffraction (XRD). Hydration products of these aluminoferrites are similar to that of C 3A, but amorphous AH 3 and/or FH 3 are formed, and transformation of metastable (hexagonal hydrates) to the stable (hydrogarnet) phase is slower. Iron content of aluminoferrites determines the rate of hydration reactions: hydration rate increases in the order C 6A 2F>C 4AF>C 6AF 2. In the case of C 4AF+gypsum mixtures, monosulfate was found prior to the total exhaustion of gypsum. After salt treatment, iron-containing Friedel's salt or Kuzel's salt was found. Characteristics of DTG peaks are described and interpreted.
Bibliography:ObjectType-Article-2
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ISSN:0008-8846
1873-3948
DOI:10.1016/S0008-8846(01)00458-6