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The Long Term Effect on Cement Mortar by Admixture of Spray Drying Absorption Products

Published online by Cambridge University Press:  21 February 2011

K. G. Jeppesen*
Affiliation:
The Institute of Mineralindustry, The Technical University of Denmark, DK2800 Lyngby, Denmark
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Abstract

Preliminary investigations have shown that the substitutions of up to 10% fly ash (FA), with spray drying absorption products (SDA), in cement mortars (cement: 80% rapid portland cement (RPC), 10–20% FA, 0–10% SDA) results in low early strength of the same magnitude as in mortar with 80% RPC + 20% FA. After storing for 3 months under wet or moist conditions the strengths of some of the SDA-containing mortars had surpassed the strength of the (80% RPC + 20% FA) mortar. Dry stored SDA-containing mortars showed a higher tendency to desiccate. Determination of SO32− showed quick oxidation to SO42− and XRD revealed the formation of ettringite. After a year the strengths of mortars made of 100% RPC, (80% RPC + 20% FA) and (80% RPC + 10% FA + 10% SDA) stored wet or moist were equal. Attempts to use synthetic CaSO3 · ½H2O (CS·½H) as a retarding agent for cement hydration failed, but conductivity measurements of tricalcium aluminate (C3 A)-CS · ½H mixes showed reaction. SEM and XRD investigations identified calcium aluminate sulphite hydrate (C4ASH8). DTA–DTG examinations of synthetic C4ASH8 showed the formula to be C4ASH11. A modification of the instructions for preparation of mortar prisms resulted in the desired retarding reaction between the C3A from portland cement (PC)-clinker and synthetic CS · ½H and SDA-products as well. The resulting C4ASH11 proved to be very unstable and changed to ettringite within a very short time. Use of the modified instructions for preparation of mortar prisms containing SDA resulted in satisfactory early strengths. A series of mortar prisms with increasing content of SDA (x% RPC, (100-x)% SDA in cements; 0<x<80) were prepared and stored under wet, moist and dry conditions. These mortars, now one year old, show a gradual development of properties. Mortars with a SDA content in cement >80% cannot be stored wet. The effects on mortars of the individual constituents of the SDA-products are studied by XRD, development in strength and density. Fragments of 2 year old SDA containing cement mortars and SDA containing concrete from a parking place have been studied.

Type
Research Article
Copyright
Copyright © Materials Research Society 1988

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References

REFERENCES

1. Bloss, W.H., Untersuchuneen im System CaSO3-CaSO4-COAl2O3-H2O, Dissertation, Der Technische Universität Clausthal, 193 pp. (1980).Google Scholar
2. Nielsen, K., Jeppesen, K.G., Tekniske Krav til Afsvovlingsprodukter ved industriel Anvendelde, Intern rapport 1985.Google Scholar
3. Winkler, T., Durability of Concrete containine Endproduct from SDA Flue Gas Desulphurization, Education report, the Academy of the Technical Sciences, EF 117, 111 pp. (1985).Google Scholar
4. Jons, E., SDA-ASH as the only Residue from Flue Gas Cleaning, presented at the 1985 Monterrey, Mexico, ACI-RILEM Joint Seminar.Google Scholar
5. Lea, F.M., The Chemistry of Cement and Concrete, 3rd. ed. (Arnold, E., London, 1970).Google Scholar