Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate

Yıl 2017, Cilt: 20 Sayı: 4, 777 - 786, 20.12.2017

Özlem Sallı Bideci , Rasim Cem Saka Alper Bideci

https://doi.org/10.2339/politeknik.368985

Cited By: 6

Öz

Every year hundreds of millions of tyres come out as waste because they fill their service period and this situation causes global problems in respect of health and environment. Today, as the natural building sand became a limited and costly material, and fine aggregate is more economical and sustainable, this lead to the usage of fine aggregate in concrete technology. In this study, rubber granule aggregate (CRA) obtained from waste tyres with 0% (control), 5%, 10% and 15% ratios by weight was replaced with the amount of fine aggregate which remains at 1-2 mm sieve opening, and mechanical and morphological properties of the samples were investigated. For this purpose, unit weight, water absorption, compressive strength for 3,7 and 28 days, freezing-thawing (100 cycles) and ultrasonic pulse tests of concrete samples were performed. Also, SEM (Scanning Electron Microscope) images and EDS (Energy-Dispersive X-ray Spectroscopy) spectrum analyses of samples were examined. As a result of the study, it was determined that the sample containing CRA with 5% ratio gave more suitable results than the other samples.

Anahtar Kelimeler

Aggregates/recycled aggregates, concrete, concrete technology, construction materials, size effect

Kaynakça

• 1. Gesoğlu M.,Güneyisi E., Khoshnaw G. and İpek S., “Investigating properties of pervious concretes containing waste tyre rubbers”, Construction and Building Materials, 63: 206–213, (2014). 2. Güneyisi E. Gesoğlu M. and Özturan Ö., “Properties of rubberized concretes containing silica fume”, Cement and Concrete Research, 34: 2309–2317, (2004). 3. Gesoğlu M.,Güneyisi E., Khoshnaw G. and İpek S., “Abrasion and freezing–thawing resistance of pervious concretes containing waste rubbers”, Construction and Building Materials, 73: 19-24, (2014). 4. Gupta T., Chaudhary S. and Sharma R.K., “Assessment of mechanical and durability properties of concrete containing waste rubber tyre as fine aggregate”,Construction and Building Materials, 73: 562-574, (2014). 5. Li L., Tu G., Lan C. and Liu F., “Mechanical characterization of waste-rubber-modified recycled aggregate concrete”, Journal of Cleaner Production, 124: 325-338, (2016). 6. Sukontasukkul P. and Chaikaew C., “Properties of concrete pedestrian block mixed with crumb rubber”, Construction and Building Materials, 20: 450–457, (2006). 7. Atahan A. O. and Sevim U. K., “Testing and comparison of concrete barriers containing shredded waste tyre chips”, Materials Letters, 62: 3754-3757, (2008). 8. Topçu İ. B. and Demir A., “Durability of rubberized mortar and concrete”, ASCE Journal of Materials in Civil Engineering, 19: 173-178, (2007). 9. Yung W., Yung L. and Hua L.S., “A study of the durability properties of waste tyre rubber applied to self-compacting concrete”, Construction and Building Materials, 41: 665–672, (2013). 10. Topçu İ. B., “The properties of rubberized concretes”, Cement and Concrete Research, 25(2): 304-310, (1995). 11. Thomas B.S., Gupta R.C. and Panicker V.J., “Recycling of waste tyre rubber as aggregate in concrete: durability-related performance”, Journal of Cleaner Production, 112: 504-513, (2016). Özlem Sallı BİDECİ, Rasim Cem SAKA, Alper BİDECİ / POLİTEKNİK DERGİSİ, Politeknik Dergisi, 2017; 20 (4) : 777-786 786 12. Afshinnia K. and Poursaee A., “The influence of waste crumb rubber in reducing the alkali–silica reaction in mortar bars”, Journal of Building Engineering, 4: 231–236, (2015). 13. Gesoğlu M., Güneyisi E.,Hansu O., İpek S. and Asaad D.S.,“Influence of waste rubber utilization on the fracture and steel–concrete bond strength properties of concrete”, Construction and Building Materials, 101: 1113–1121, (2015). 14. Gupta T., Chaudhary, S. and Sharma, R.K., “Mechanical and durability properties of waste rubber fiber concrete with and without silica fume”, Journal of Cleaner Production, 112: 702-711, (2016). 15. Raffoul S., Garcia R.,Pilakoutas K., Guadagnini M. and Medina N.F. “Optimisation of rubberised concrete with high rubber content: an experimental investigation”, Construction and Building Materials, 124: 391–404, (2016). 16. He L., Mab Y., Liu Q. and Mu Y., “Surface modification of crumb rubber and its influence on the mechanical properties of rubber-cement concrete”, Construction and Building Materials, 120: 403–407, (2016). 17. Topbaş E., “Investigation of the effect on impact strength of the concrete of aggregate type”, Fırat University, Graduate School of Natural and Applied Sciences, Master Thesis, Elazığ, (2011). 18. Şengül Ö., Taşdemir C. and Taşdemir M.A., “Influence of aggregate type on the mechanical behavior of normal and high strength concretes”, ACI Materials Journal, 99(6): 528-533, (2002). 19. TS 706 EN 12620+A1, “Aggregates for Concrete”, Turkish Standard, Ankara, (2009). 20. TS EN 197-1, “Cement – Part 1: composition, specification and conformity criteria for common cements”, Turkish Standard, Ankara, (2012). 21. TS EN 1097-6, “Tests for mechanical and physical properties of aggregates - part 6: determination of particle density and water absorption”, Turkish Standard, Ankara, (2013). 22. Erdoğan T.Y., “Beton”, METU Development Foundation, Publishing and Communication Inc. Broadcast, Ankara, (2007). 23. TS EN 12390–3, “Testing hardened concrete-part 3: compressive strength of test specimens”, Turkish Standard, Ankara, (2010). 24. Oymael S., “The suitability of oil shale ash an admixture in cement and concrete”, Fırat University, Graduate School of Natural and Applied Sciences, Doctorate Thesis, Elazığ, (1995). 25. ASTM-C 310, “Method of test for resistance of concrete specimens to slow freezing in air and thawing in water”, Annual Book of ASTM Standards, USA, (1964). 26. ASTM C 597, “Standard Test MethodforPulseVelocity Through Concrete”, Annual Book of ASTM Standards, USA, (2009). 27. Report of Düzce University, “Scientific and technological research on application and research center”, Düzce, Turkey, 2016. 28. Bideci A., Gültekin A.H., Yıldırım H., Oymael S., and Sallı Bideci, Ö., “Internal structure examination of lightweight concrete produced with polymer-coated pumice aggregate”, Composites Part B: Engineering, 54: 439-447, (2013). 29. Shaker F.A., El-Dieb A.S. and Reda M.M., “Durability of styrene-butadiene latex modified concrete”, Cement and Concrete Research, 27: 711-720, (1997).