KIRPILMIŞ ATIK TAŞIT LASTİKLERİNİN SIFCON ÜRETİMİNDE FARKLI BAĞLAYICILARLA DEĞERLENDİRİLMESİ

Year 2020, Volume: 28 Issue: 1, 9 - 15, 15.04.2020

Mehmet Canbaz Serhat Çelikten

https://doi.org/10.31796/ogummf.578866

Cited By: 4

Abstract

Bu çalışmada, çeşitli
ekolojik ve ekonomik sorunlara neden olan atık taşıt lastiklerinin Çimento bulamacı
emdirilmiş lifli beton (Slurry Infiltrated Fiber Concrete–SIFCON) üretiminde
farklı bağlayıcılarla değerlendirilebilirliği araştırılmıştır. Bu amaçla,
bağlayıcı olarak CEM I, CEM IV ve kalsiyum aluminatlı çimentolar (CAC) ayrı
ayrı kullanılarak SIFCON kompozitler üretilmiştir. Üretilen SIFCON
kompozitlerde lif olarak sadece kırpılmış atık taşıt lastikleri kullanılmıştır.
Elde edilen SIFCON kompozitlerin birim ağırlıkları, ultrases geçiş hızları,
eğilme dayanımları ile basınç dayanımları belirlenmiştir. Deneysel çalışma
neticesinde; kırpılmış taşıt lastiklerinin lif olarak kullanılarak CEM I
çimentosu ile 50 Mpa eğilme dayanımına sahip SIFCON kompozitler üretilebileceği
görülmüştür.

Keywords

SIFCON, kırpılmış atık taşıt lastikleri, CEM I, CEM IV, CAC

References

• Acker, P., & Behloul, M. (2004, September). Ductal® technology: A large spectrum of properties, a wide range of applications. In Proc. of the Int. Symp. on UHPC Kassel, Germany (pp. 11-23).
• Azevedo, F., Pacheco-Torgal, F., Jesus, C,. de Aguiar, J.B., Camões, A.F., (2012). Properties and durability of HPC with tyre rubber wastes. Construction and Building Materials, 34, 186–191.
• Balaguru, P., & Kendzulak, J. (1986). Flexural behavior of slurry infiltrated fiber concrete (SIFCON) made using condensed silica fume. Special Publication, 91, 1215-1230.
• Beglarigale, A., Yalçınkaya, Ç., Yiğiter, H., & Yazıcı, H. (2016). Flexural performance of SIFCON composites subjected to high temperature. Construction and Building Materials, 104, 99-108.
• Buitelaar, P. (2004, September). Heavy reinforced ultra high performance concrete. In Proceedings of the Int. Symp. on UHPC, Kassel, Germany (pp. 25-35).
• Canbaz, M., & Ünüvar, C. (2016). Lif ve çimento türünün sifcon özeliklerine etkisi. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 22(6), 400-404.
• Eldin, N. N., and Senouci, A. B. (1994). Measurement and prediction of the strength of rubberized concrete. Cement and Concrete Composites, 16(4), 287-298.
• Eiras, J. N., Segovia, F., Borrachero, M. V., Monzó, J., Bonilla, M., & Payá, J. (2014). Physical and mechanical properties of foamed Portland cement composite containing crumb rubber from worn tires. Materials and Design, 59, 550-557.
• Giridhar, R., Rama, P., & Rao, M. (2015). Determination of mechanical properties of slurry infiltrated concrete (SIFCON). International Journal for Technological Research in Engineering, 2(7), 1366-68.
• Hajar, Z., Lecointre, D., Simon, A., & Petitjean, J. (2004, September). Design and construction of the world first ultra-high performance concrete road bridges. In Proceedings of the Int. Symp. on UHPC, Kassel, Germany (pp. 39-48).
• İpek, M., Canbay, M., & Yılmaz, K. (2015). Çelik ve polipropilen liflerin yalın ve kombinasyonlu olarak kullanılmasının SİFCON'un mekanik ve fiziksel özelliklere etkisi. Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi, 19(1), 41-52.
• Korucu H, Gulkan P. “High-velocity impact of large caliber tungsten projectiles on ordinary Portland and calcium aluminate cement based HPSFRC and SIFCON slabs. Part I: experimental investigations”. Structural Engineering and Mechanics, 40(5), 595-616, 2011.
• Kovler, K. and Roussel, N. (2011). Properties of fresh and hardened concrete. Cement and Concrete Research, 41(7), 775-792.
• Lankard, D. R. (1984). Slurry infiltrated fiber concrete (SIFCON): properties and applications. MRS Online Proceedings Library Archive, 42.
• Mohammed, B. S., Hossain, K. M. A., Swee, J. T. E., Wong, G., and Abdullahi, M. (2012). Properties of crumb rubber hollow concrete block. Journal of Cleaner Production, 23(1), 57-67.
• Naaman, A. E., Otter, D., & Najm, H. (1992). Elastic modulus of SIFCON in tension and compression. Materials Journal, 88(6), 603-613.
• Najim, K. B., and Hall, M. R. (2012). Mechanical and dynamic properties of self-compacting crumb rubber modified concrete. Construction and building materials, 27(1), 521-530.
• Schneider, B. (1992). Development of SIFCON through Applications. In High Performance Fiber Reinforced Cement Composites (pp. 177-194). RILEM.
• Sengul, O. (2018). Mechanical properties of slurry infiltrated fiber concrete produced with waste steel fibers. Construction and Building Materials, 186, 1082-1091.Siddique, R. and Naik, T. R. (2004). Properties of concrete containing scrap-tire rubber–an overview. Waste Management, 24(6), 563–569.
• Sudhikumar, G. S., Prakash, K. B., & Rao, M. S. (2014). Effect of freezing and thawing on the strength scaracteristics of slurry infiltrated fibrous ferrocement using steel fibers. Global Journal of Research In Engineering.
• Uygunoğlu, T. and Topçu, İ. B. (2010). The role of scrap rubber particles on the drying shrinkage and mechanical properties of self-consolidating mortars. Construction and Building Materials, 24(7), 1141-1150.
• Thomas, B. S. and Gupta, R. C. (2016). A comprehensive review on the applications of waste tire rubber in cement concrete. Renewable and Sustainable Energy Reviews, 54, 1323-1333.
• Weiguo, S., Lai, S., Tao, Z., Hongkun, M., Zhi, C., H, Shi. (2013). Investigation on polymer–rubber aggregate modified porous concrete. Construction and Building Materials, 38, 667–674.
• Yazıcı, H., Aydın, S., Yiğiter, H., Yardımcı, M. Y., & Alptuna, G. (2010). Improvement on SIFCON performance by fiber orientation and high-volume mineral admixtures. Journal of Materials in Civil Engineering, 22(11), 1093-1101.