Hostname: page-component-586b7cd67f-t7czq Total loading time: 0 Render date: 2024-11-26T19:00:27.276Z Has data issue: false hasContentIssue false

Properties and Utilization of Zeolite-Blended Portland Cements

Published online by Cambridge University Press:  01 January 2024

Ivan Janotka*
Affiliation:
Institute of Construction and Architecture, Slovak Academy of Sciences, Dúbravská cesta 9, 845 03 Bratislava 45, Slovakia
L’udovít Krajči
Affiliation:
Institute of Construction and Architecture, Slovak Academy of Sciences, Dúbravská cesta 9, 845 03 Bratislava 45, Slovakia
Martin Dzivák
Affiliation:
ZEOCEM, Ltd. Cement Plant, 094 34 Bystré 282, Slovakia
*
*E-mail address of corresponding author: [email protected]
Rights & Permissions [Opens in a new window]

Abstract

Core share and HTML view are not available for this content. However, as you have access to this content, a full PDF is available via the ‘Save PDF’ action button.

The resistance to acidic and sulfate attack of Portland-pozzolan cement containing 35 wt.% of zeolite was compared with that of unamended Portland cement. Mortar specimens kept in 0.5% and 1.0% HCl solution, 5% Na2SO4 solution, and in reference water for 365 and 720 days were tested using a set of physical-mechanical and chemical techniques. The ability of mortars containing zeolitic cements with 15 to 50 wt.% of zeolite to protect steel against corrosion was verified by a potentiodynamic method. Mortar with zeolitic cement performs better when exposed to 1% HCl solution due to the presence of a finer pore matrix, a hydrate phase poorer in CaO-containing hydration products with lower leachability, and the high resistance of zeolite material itself to acidic attack, compared with Portland cement and siliceous sand. The improved sulfate resistance of the mortar with zeolitic cement is caused by the decreased C3A in the cement blend in comparison with that in Portland cement, a reduction in SO3 binding into the cement paste and decreased amount of CaO-containing hydration products capable of reacting with a sulfate solution forming voluminous reaction products, and consequent crack propagation, large expansion and structural disintegration. Passivation of steel in mortars with blends of Portland cement to zeolite percentage ratios of 85/15, 75/25 and 65/35 by weight is comparable to that of Portland cement mortar. This is particularly important because the mortar with zeolitic cement exhibits late strengths similar to that of Portland cement mortar. This confirms that zeolitic cement can replace Portland cement in many applications with the advantage of higher resistance to acidic and sulfate attack.

Type
Research Article
Copyright
Copyright © 2003, The Clay Minerals Society

References

Cioffi, R. Marroccoli, M. Martone, G. and Santoro, L., (1997) Utilization of zeolite-rich tuff for the manufacture of building materials based on calcium silicate and trisulphoaluminate hydrates Thermochimica Acta 306 9398 10.1016/S0040-6031(97)00291-8.Google Scholar
Drzaj, B. Hocevar, S. Slokan, M. and Zajz, A., (1973) Kinetics and mechanism reaction in the zeolitic tuff−CaO−H2O system at increased temperature Cement and Concrete Research 8 711720 10.1016/0008-8846(78)90080-7.Google Scholar
Feng, N.Q. Li, G.-Z. and Zhang, X.-W., (1990) High-strength and flowing concrete with a zeolitic mineral admixture Cement and Concrete Aggregates 12 6169 10.1520/CCA10273J.Google Scholar
Fragoulis, D. Chaniotakis, E. and Stamatakis, G., (1997) Zeolitic tuffs of Kimolos island, Aegean Sea, Greece and their industrial potential Cement and Concrete Research 27 889905 10.1016/S0008-8846(97)00072-0.Google Scholar
Fu, Y., Ding, J. and Beaudoin, J.J. (1996) Zeolite-based lightweight concrete products. Journal of Cleaner Production, 4, 82 (abstract).Google Scholar
Janotka, I., (1999) The influence of zeolitic cement and sand on resistance of mortar subjected to hydrochloric acid solution attack Ceramics–Silikaty 43 6166.Google Scholar
Janotka, I. and Krajči, L. (2000) Utilization of natural zeolite in Portland pozzolan cement of increased sulfate resistance. Proceedings of the 5thCANMET/ACI International Conference on Durability of Concrete, Barcelona, pp. 223238.Google Scholar
Janotka, I., Krajči, L., Dzivák, M. and Kiss, S. (2002a) Properties and utilization of zeolite-blended Portland cements and geosynthetic clay liners with bentonite-zeolite mineral filler. Proceedings of the 6thInternational Conference on Occurrence, Properties and Utilization of Natural Zeolites, Thessaloniki, Greece, pp. 153154.Google Scholar
Janotka, I. Kiss, S. and Baslik, R., (2002) Geosynthetic mat Tatrabent — development, production and application Applied Clay Science 21 2131 10.1016/S0169-1317(01)00089-8.Google Scholar
Perraki, T.h. Kakali, G. and Kontoleon, F., (2003) The effect of natural zeolites on the early hydration of Portland cement Microporous and Mesoporous Materials 61 205212 10.1016/S1387-1811(03)00369-X.Google Scholar
Naidenov, V., (1991) Rapid hardening cement-gypsum composites for shotcreting on the base of Bulgarian raw materials. Part I. Introduction, materials, design of the compositions, strength and deformability Cement and Concrete Research 21 896904 10.1016/0008-8846(91)90184-J.Google Scholar
Ortega, E.A. Cheesman, C.h. Knight, J. and Lozidou, M., (2000) Properties of alkali-activated clinoptilolite Cement and Concrete Research 30 16411646 10.1016/S0008-8846(00)00331-8.Google Scholar
Poon, C.S. Lam, L. Kou, S.C. and Lin, Z.S., (1999) A study of the hydration rate of natural zeolite blended cement pastes Construction and Building Materials 13 427432 10.1016/S0950-0618(99)00048-3.Google Scholar
Sersale, R. and Frigione, G., (1987) Portland-zeolite cement for minimizing alkali-aggregate expansion Cement and Concrete Research 17 404410 10.1016/0008-8846(87)90004-4.Google Scholar
Su, N. Chen, Z.-H. and Fang, H.-Y., (2001) Reuse of spent catalyst as fine aggregate in cement mortar Cement and Concrete Research 23 111118 10.1016/S0958-9465(00)00074-3.Google Scholar
Tatematsu, H. Nakamura, T. and Koshimizu, H., (1996) Cement additive for inhibiting concrete deterioration Zeolites 17 404 (abstract).Google Scholar
Tong, S.D. and Fang, D.R., (1983) Blended cement using zeolite and limestone as fine fillers Silicate Industries 6 127132.Google Scholar