Effect of heat treatment conditions on the pore structure of cement mortars
✍ Scribed by A. Bajza; I. Rouseková
- Publisher
- Elsevier Science
- Year
- 1983
- Tongue
- English
- Weight
- 168 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0008-8846
No coin nor oath required. For personal study only.
✦ Synopsis
It has been experimentally determined to what degree does the non-evaporable water content, total porosity, and strength of portland cement mortars depend, under otherwise constant conditions, on the temperature, time, and mode of curing. Such data are important in determining the best curing conditions for pre-fabricated concrete products. This note summarizes the results obtained. Details of mortar composition and curing practices were given in (I).
The following three curing conditions were utilized: Method A. --hotair curing with mortar surface covered; Method B. --hot-air curing with mortar surface uncovered, and Method C. --hot-air curing during temperature increase, followed by steam curing (RH = 95-100%) during isothermal curing ... uncovered mortar surface (Table I).
The non-evaporable water content of the pastes was estimated using DTA/TGA as LOI between I00 ° -450 ° C (C-S-H, AFt, AFm phases), 450 °-600°C (CH), and 600 ° -IO00°C (CaC03). No special precautions were made to prevent carbonation.
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