Comparatively evaluation of the effects of polyolefin polymer blends in different ratios and SBS copolymer on viscosity and temperature susceptibility of bitumen

Yıl 2023, Cilt: 12 Sayı: 3, 827 - 834, 15.07.2023

Neslihan Atasağun

https://doi.org/10.28948/ngumuh.1167716

Öz

In this study, it was aimed to detect the effects of different polyolefin mixtures (polypropylene(PP): polyethylene(PE)) on the viscosity and temperature susceptibility of pure bitumen and was also aimed to comparatively evaluate with SBS (styrene-butadiene-styrene) modified bitumens. For this purpose, bitumen was modified with different polyolefin mixtures (PP:PE) and was also modified with 2%SBS, 4%SBS and 4%PP. To evaluate the effects of polymers on pure bitumen, viscosity, softening point, penetration, temperature susceptibility and mixing-compaction temperature values of all bituminous binders were detected. The test results at 135°C showed that, the viscosities of 3:1 PP:PE and 1:3 PP:PE modified bitumens were higher than the viscosities of 2%SBS and 4%PP modified bitumens. It was seen that, 4%SBS modified bitumen was the binder with the lowest temperature sensitivity and the highest viscosity at 135°C. It was detected that the viscosities of all binders at 135°C did not exceed the 3 Pa s specification criterion. It was determined that, 3:1 PP:PE modified bitumen was a binder with a lower temperature sensitivity than other polyolefin modified bitumens and 2%SBS modified bitumen. Results showed that 2%SBS modified bitumen was the binder with the lowest mixing-compaction temperatures among all of the polymer modified binders.

Anahtar Kelimeler

Bitumen modification, Polymer, Polyolefin, SBS, Viscosity

Farklı oranlardaki poliolefin polimer karışımları ve SBS kopolimerinin bitümün viskozitesine ve sıcaklık hassasiyetine etkilerinin karşılaştırmalı olarak değerlendirilmesi

Öz

Bu çalışmada, farklı oranlardaki poliolefin karışımlarının (polipropilen(PP):polietilen(PE)) saf bitümün viskozitesine ve sıcaklık hassasiyetine etkisinin belirlenmesi ve SBS (stiren-butadiyen-stiren) modifiye bitümler ile karşılaştırmalı olarak değerlendirilmesi amaçlanmıştır. Bu amaçla, saf bitüm farklı oranlardaki poliolefin karışımları (PP:PE) ve ayrıca %2SBS, %4SBS ve %4PP ile modifiye edilmiştir. Polimerlerin saf bitüm üzerindeki etkilerini değerlendirmek için tüm bağlayıcıların viskozite, yumuşama noktası, penetrasyon, sıcaklık hassasiyeti ve karıştırma-sıkıştırma sıcaklık değerleri belirlenmiştir. 135°C’deki deney sonuçları, 3:1 PP:PE ve 1:3 PP:PE katkılı bitümlerin viskozitelerinin, %2SBS ve %4PP modifiye bitümlerin viskozite değerlerinden daha yüksek olduğunu göstermiştir. %4 SBS katkılı bitümün en az sıcaklık hassasiyetine ve 135°C’de en yüksek viskozite değerine sahip bağlayıcı olduğu görülmüştür. 135°C’de tüm bağlayıcıların viskozitelerinin 3 Pa s şartname kriterini aşmadıkları tespit edilmiştir. 3:1 PP:PE modifiye bitümün diğer poliolefin katkılı bitümlerden ve %2SBS modifiye bitümden daha az sıcaklık hassasiyetine sahip bağlayıcı olduğu belirlenmiştir. Sonuçlar, tüm polimer modifiye bitümler arasında %2SBS katkılı bitümün en düşük karıştırma-sıkıştırma sıcaklıklarına sahip bağlayıcı olduğunu göstermiştir.

Anahtar Kelimeler

Bitüm modifikasyonu, polimer, poliolefin, SBS, Viskozite

Kaynakça

• D. Whiteoak, J. Read, Shell bitumen handbook. Fifth edition, London, 2003.
• A. Behnood and M. M. Gharehveran, Morphology, rheology, and physical properties of polymer-modified asphalt binders. European Polymer Journal, 112, 766 - 791,2019.https://doi.org/10.1016/j.eurpolymj.2018.10.049.
• B. Furtana, E. Yalçın, B. V. Kök, and M. Yılmaz, Laboratory comparison of EVA based resin and SBS modified bituminous binder. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, 9 (1), 358 - 365, 2020. https://doi.org/10.28948/ngumuh.561615.
• Y. Ma, H. Zhou, X. Jiang, P. Polaczyk, R. Xiao, M. Zhang and B. Huang, The utilization of waste plastics in asphalt pavements: A review. Cleaner Materials 2, 100031,2021.https://doi.org/10.1016/j.clema.2021.100031.
• T. Geçkil and C. B. İnce, Atık LDPE' nin asfaltın fiziksel ve işlenebilirlik özelliklerine etkisi. Gümüşhane Üniversitesi Fen Bilimleri Enstitüsü Dergisi, 11(4), 1103 -1114,2021. https://doi.org/ 10.17714/gumusfenbil.931151.
• P. Ahmedzade, The investigation and comparison effects of SBS and SBS with new reactive terpolymer on the rheological properties of bitumen, Construction and Building Materials 38, 285–291, 2013. http://dx.doi.org/10.1016/j.conbuildmat.2012.07.090.
• D. Jubinville, E. Esmizadeh, S. Saikrishnan, C. Tzoganakis, T. Mekonnen, A comprehensive review of global production and recycling methods of polyolefin (PO) based products and their post-recycling applications. Sustainable Materials and Technologies, 25, e00188, 2020. https://doi.org/10.1016/ j.susmat.2020.e00188 .
• R. O. Ebewele, Polymer Science and Technology. CRC Press LLC, New York, 2000.
• G. D. Airey, Rheological properties of styrene butadiene styrene polymer modified road bitumens. Fuel, 82, 1709 -1719, 2003. https://doi.org/10.1016/S0016-2361(03)00146-7 .
• G. Polacco, S. Filippi, F. Merusi, G. Stastna, A review of the fundamentals of polymer-modified asphalts: Asphalt/polymer interactions and principles of compatibility. Advances in Colloid and Interface Science, 224, 72-112, 2015. http://dx.doi.org/ 10.1016/j.cis.2015.07.010 .
• Q. Zhang, T. Wang, W. Fan, Y. Ying, Y. Wu, Evaluation of the properties of bitumen modified by SBS copolymers with different styrene–butadiene structure, Journal of Applied Polymer Science, 40398, 1-7, 2014, https://doi.org/10.1002/app.40398 .
• L.B. Canto, G.L. Mantovani, E.R. deAzevedo, T.J. Bonagamba, E. Hage and L.A. Pessan, Molecular characterization of styrene-butadiene-styrene block copolymers (SBS) by GPC, NMR, and FTIR. Polymer Bulletin,57,513–524,2006, https://doi.org/10.1007/s00289-006-0577-4.
• KRATON™ D1192 A Polymer, Kraton data documan. K0017 Europe 2/24/2022, https://kraton.com/products/ KRATON_D_SBS_SBS_OE.php. 07.02.2023.
• J.G. Drobny, Handbook of Thermoplastic Elastomers. Second Edition, Elsevier, 2014.
• P. Ahmedzade, A. Fainleib, T. Günay and O. Grigoryeva, Geri dönüştürülmüş atık polipropilenin bitümlü bağlayıcılarda kullanılması. İMO Teknik Dergi, 7497-7513, Yazı 456, 2016.
• İ. Bektaş, E. Yalçın, Ö. E. Yamaç and M. Yılmaz, İki farklı düşük yoğunluklu polietilen (LDPE) plastik atığın bitüm modifikasyonunda kullanımı. Fırat Üniversitesi Müh. Bil. Dergisi, 33(1), 339-346, 2021. https://doi.org/10.35234/fumbd.868039.
• M. R. Kakar, P. Mikhailenko, Z. Piao, M. Bueno and L. Poulikakos, Analysis of waste polyethylene (PE) and its by-products in asphalt binder. Construction and Building Materials, 280, 122492, 2021. https://doi.org/ 10.1016/j.conbuildmat.2021.122492.
• A. Eckstein, J. Suhm, C. Friedrich, R.D. Maier, J. Sassmannshausen, M. Bochmann and R. Mulhaupt, Determination of plateau moduli and entanglement molecular weights of ısotactic, syndiotactic, and atactic polypropylenes synthesized with metallocene catalysts. Macromolecules, 31, 1335-1340, 1998. https://doi.org/10.1021/ma971270d
• X.M. Zhang, S. Elkoun, A. Ajji, M.A. Huneault, Oriented structure and anisotropy properties of polymer blown films: HDPE, LLDPE and LDPE. Polymer 45, 217–229,2004. https://doi.org/10.1016/j.polymer.2003.10.057.
• S. Ho, R. Church, K. Klassen, B. Law, D. MacLeod, and L. Zanzotto, Study of recycled polyethylene materials as asphalt modifiers. Canadian Journal of Civil Engineering,33,968–981,2006. https://doi.org/10.1139/L06-044.
• X. Zhao, M. U. Rahman, T. Dissanayaka, F. Gharagheizi, C. Lacerda, S. Senadheera, R. C. Hedden and G. F. Christopher, Rheological behavior of a low crystallinity polyolefin-modified asphalt binder for flexible pavements. Case Studies in Construction Materials 15, e00640, 2021. https://doi.org/10.1016/j.cscm.2021.e00640.
• İ. Gökalp, H.M. Çetin, Y. Özinal, H. Gündoğan, V.E. Uz, Polimer modifiye bitüm modifikasyonuna etki eden parametreler üzerine bir literatür araştırması, Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi,8(2),954-964,2019. https://doi.org/ 10.28948/ngumuh.479148.
• ASTM-D5, Standard Test Method for Penetration of Bituminous Materials, West Conshohocken, 2006.
• ASTM-D36, Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus), West Conshohocken, 2006.
• ASTM-D-4402. Standard Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational Viscometer, 2002.
• J. P. Zaniewski and M. E. Pumphrey, Evaluation of performance graded asphalt binder equipment and testing protocol, West Virginia, Technical Report, April 2004.
• D. Lesueur, The colloidal structure of bitumen: Consequences on the rheology and on the mechanisms of bitumen modification. Advances in Colloid and Interface Science145,42–82,2009. https://doi.org/10.1016/ j.cis.2008.08.011.
• A. Schaur, S.H. Unterberger, R. Lackner, Impact of molecular structure of PP on thermo-rheological properties of polymer-modified bitumen. Construction and Building Materials, 287, 122981, 2021. https://doi.org/10.1016/j.conbuildmat.2021.122981.
• T. McNally, Polymer Modified Bitumen, Properties and characterisation. Woodhead Publishing Limited, Canada, 2011.