Open Access
Compatibility of Sulphate Resisting Cement with Super and Hyper-Plasticizer
Alper Cumhur1*, Hasan Baylavlı2, Eren Gödek3
1Hitit University, Çorum, Turkey
2Hitit University, Çorum, Turkey
3Hitit University, Çorum, Turkey
* Corresponding author: alpercumhur@hitit.edu.tr

Presented at the International Symposium on Multidisciplinary Studies and Innovative Technologies (ISMSIT2017), Tokat, Turkey, Dec 02, 2017

SETSCI Conference Proceedings, 2017, 1, Page (s): 42-45 , https://doi.org/

Published Date: 08 December 2017    | 1466     11

Abstract

Use of superplasticing chemical admixtures in concrete production is widespread all over the world and has become almost inevitable. Super-plasticizers (SPA), extend the setting time of concrete by adsorbing onto cement particles and provide concrete to preserve its fresh state workability properties. Hyper-plasticizers (HPA), as a special type of superplasticizer, provide the production of qualified concretes by increasing the workability properties of concrete, effectively. However, compatibility of cement with super and hyper-plasticizers is quite important for achieving efficient workability in order to produce qualified concretes.

In 2011, the EN 197-1 standard is edited and cement classifications were updated. In this study, the compatibility of hyperplasticizer and CEM I SR0 type sulphate resisting cement (SRC) that firstly classified in EN 197-1 is investigated. Within the scope of the experimental studies, a reference cement mortar was designed with a water/cement ratio of 0.50 confirming to EN 196-1. Spread diameters (at 0, 60, 120 min after mix preparation) and setting time of reference mortar were determined with flow table and Vicat tests, respectively. Three mortars were re-prepared with using both super and hyper-plasticizer confirming to ASTM C494 by 0.25, 0.50 and 0.75% of cement weight. Spread diameters and setting times of super and hyper plasticizer added mortars were determined. The flow table and Vicat tests were repeated to these mortars and results were compared. In conclusion, Both SPA and HPA increased the workability of mortar initially and workability maintained after 60 min of mixing. To achieve a longer workability, higher dosages of SPA is needed (0.75%). In terms of HPA, much longer workability can be obtained even at the lowest admixture dosages.

Keywords - CEM I SR0, hyper-plasticizer, setting time, sulphate resisting cement, super-plasticizer, workability

References

[1] Mindess, S., Young, J. F., and Darwin, D. Concrete (second edition), New York, Prentice Hall. 2002.

[2] Ozturk, A. U., and Baradan, B. “Effects of admixture type and dosage on microstructural and mechanical properties of cement mortars”. KSCE Journal of Civil Engineering, 15(7), 1237-1243. (2011).

[3] Ramachandran V.S. and Maltahora, M. Concrete Admixtures Handbook-Part 7: Superplasticizers, Noyes Publications, pp.462-463, 1984.

[4] Çil, İ. “New generation hyper-plasticizer concrete admixtures”, Journal of YKS vision, vol. 2, pp. 32-35. (in Turkish)

[5] Gödek, E., Felekoğlu, B., and Felekoğlu, K. T. “Polycarboxylate-Based Superplasticizer Selection for Ready-Mixed Concrete Industry and Performance in Self-Compacting Concrete Production,” Afyon Kocatepe University Journal of Science and Engineering, Vol. 15(2), pp.8-18, 2015. (in Turkish)

[6] Felekoğlu, B. and Tosun Felekoğlu, K. “The use of polycarboxylate based superplasticizers for self-compacting concrete production,”. Hazır Beton, Vol. 124,
p.60-69, 2014.

[7] Barbudo, A., De Brito, J., Evangelista, L., Bravo, M., and Agrela, F. “Influence of water-reducing admixtures on the mechanical performance of recycled concrete,” Journal of Cleaner Production, vol. 59, pp. 93–98, 2013.

[8] Felekoğlu, B. and Türkel, S. “The effects of the use of excessive dosages of chemical plasticizer on some properties of fresh and hardened concrete,” Dokuz Eylül University Journal of Science and Engineering, vol. 6, pp.77-84, 2004. (in Turkish)

[9] Agarwal, S.K., Masood, I. and Malhotra, S.K. “Compatibility of superplasticizers with different cements,” Construction and Building materials, vol. 14(5), pp.253-259, 2000.

[10] Tang, La Na. "Study on the compatibility between naphthalene-based superplasticizer and low alkali cement." In Advanced Materials Research, vol. 639, pp. 309-312. Trans Tech Publications, 2013.

[11] EN, 2011. 197-1: 2011. Cement, Composition, Specifications and Conformity Criteria for Common Cements. London, England: British Standard Institution (BSI).

[12] EN, 2002. 196-1. Methods of testing cement-Part, 1.

[13] ASTM, C494/C 494M. Standard Specification for Chemical Admixtures for Concrete", Annual Book of ASTM Standards, 4, p.9, 2010.

[14] ASTM C230 / C230M-14, Standard Specification for Flow Table for Use in Tests of Hydraulic Cement, ASTM International, West Conshohocken, PA, 2014.

[15] ASTM C191-13, Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle, ASTM International, West Conshohocken, PA, 2013

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