Analysis of compost repair mortars by vinylic copolymer, PVA, and SBR
Abstract
This work has as its objective the development and analysis of compostable polymeric mortars using vinyl copolymer, PVA (polyvinyl acetate) and SBR (styrene-butadiene). Tests were carried out to determine the compressive and diametral compression tensile strengths. In addition, the adhesive strength between the repair and the concrete was determined by means of a diametral compression traction test. Among the materials tested, it was noticed that the material modified by SBR had the best performance, especially with respect to the adhesion to the concrete. In general, the results show that modified polystyrene hair hairs can be used to repair material.
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References
Alanazi, H., Yang, M., Zhang, D., Gao, Z. (2016), Bond strength of PCC pavement repairs using metakaolin-based geopolymer mortar. Cement and Concrete Composites. 65: 75-82. https://doi.org/10.1016/j.cemconcomp.2015.10.009
Associação Brasileira de Normas Técnicas. (2011) NBR 7222: Concreto e argamassa — Determinação da resistência à tração por compressão diametral de corpos de prova cilíndricos. Rio de Janeiro.
Espeche, A. D., León, J. (2011), Estimation of bond strength envelopes for old-to-new concrete interfaces based on a cylinder splitting test. Construction and Building Materials. 25: 1222–1235. https://doi.org/10.1016/j.conbuildmat.2010.09.032
Geiker, M. R. (2012), On the importance of execution for obtaining the designed durability of reinforced concrete structures: Construction of durable concrete structures. Materials and corrosión. 63:1114 -1118. https://doi.org/10.1002/maco.201206754
Helene, P. R. D. L. (1992), “Manual para reparo, reforço e proteção de Estruturas de Concreto”. PINI, São Paulo, Brasil.
Lukovic, M., Ye, G., Van Breugel, K. (2012), “Reliable concrete repair: A critical review”. 14th International Conference Structural Faults and Repair. Edinburgh, Scotland, UK.
Radhakrishnan, R., Syam Prakash, V., Prasad Varma Thampan, C. K. (2012), Performance of Styrene Butadiene Rubber as a Concrete Repair Material in tropical climate. International Journal of Advancements in Research & Technology, Volume 1, Issue 6, pp. 1-5, ISSN 2278-7763
Soufi, A., Mahieux, P. Y., Ait-Mokhtar, A. (2016), Influence of polymer proportion on transfer properties of repair mortars having equivalent water porosity. Materials and Structures. 49: 383–398. https://doi.org/10.1617/s11527-014-0504-3
Souza, V. C. M. D., Ripper, T. (1998), “Patologia, Recuperação e Reforço de Estruturas de Concreto”. PINI, São Paulo, Brasil.
Sprinkel, M. M., Ozyildirim, C. (2000), Evaluation of high performance concrete overlays placed on Route 60 over Lynnhaven Inlet in Virginia. Charlottesville, EUA.
Ueda, H., Tamai, Y., Kudo, T. (2011), Evaluation of the Durability of Cement-based Repair Materials. Railway Technical Research Institute. 52: 92-96. https://doi.org/10.2219/rtriqr.52.92
Ukrainczyk, N., Rogina, A. (2013), Styrene–butadiene latex modified calcium aluminate cement mortar. Cement & Concrete Composites. 41: 16–23. https://doi.org/10.1016/j.cemconcomp.2013.04.012
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