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Three-phases bubble column to polyethylene terephthalate depolymerization for cement mortar composites improvement

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: This paper aims to prepare depolymerized polyethylene terephthalate (DPET) powder from recycled plastic water bottles. Adding this DPET powder to the cement mortar was also studied. Design/methodology/approach: The adopted PET depolymerization process includes the usage of both ethylene glycol (EG) as solvent and nano-MgO as a catalyst. A bubble column reactor was designed for this process. Five different mortar groups were made; each has different DPET content of 0%, 1%, 3%, 6% and 9% as a sand replacement. The flexural strength testand the water absorption measurement are done after two curing periods: 7 and 28 days. Findings: The research finding demonstrated that the flexural strength of mortar was reduced by increasing the DPET powder percentage and the maximum dropping was 15% when 9% of DPET was added. The ability of the mortar to absorb the water was reduced by 14.5% when DPET powder was 9%. The mortar microstructure is featured with fewer cavities and porosity. Research limitations/implications: This work’s employed bubble column technique is limited only to the laboratory environment and needs to be scaled up within industrial mass production. For future research, it is suggested to decrease depolymerization time by using smaller pieces of plastic water bottle waste and trying other types of nanocatalyst. Practical implications: The modified mortar can be utilized in areas where moisture, rainfalls, and sanitation systems exist. Originality/value: The article claims that depolymerized waste PET improves chemical process efficiency by lowering reaction time and improving mass and heat transfer rates. Besides, this approach saves money. It is found out that the depolymerized plastic waste is much more functional due to its high cohesion capability than being used as small PET pieces.
Rocznik
Strony
5--12
Opis fizyczny
Bibliogr. 21 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Materials Engineering, University of Technology, Baghdad, Iraq
autor
  • Department of Materials Engineering, University of Technology, Baghdad, Iraq
  • Department of Materials Engineering, University of Technology, Baghdad, Iraq
Bibliografia
  • [1] M. Sulyman, J. Haponiuk, K. Formela, Utilization of Recycled Polyethylene Terephthalate (PET) in Engineering Materials: A Review, International Journal of Environmental Science and Development 7/2 (2016) 100-108. DOI: https://doi.org/10.7763/IJESD.2016.V7.749
  • [2] I.B. Topcu, T. Uygunoglu, Properties of autoclaved lightweight aggregate concrete, Building and Environment 42/12 (2007) 4108-4116. DOI: https://doi.org/10.1016/j.buildenv.2006.11.024
  • [3] T. Ochi, S. Okubo, K. Fukui, Development of recycled PET fiber and its application as concrete-reinforcing fiber, Cement and Concrete Composites 29/6 (2007) 448-455. DOI: https://doi.org/10.1016/j.cemconcomp.2007.02.002
  • [4] O.Y. Marzouk, R.M. Dheilly, M. Queneudec, Valorization of post-consumer waste plastic in cementitious concrete composites, Waste Management 27/2 (2007) 310-318. DOI: https://doi.org/10.1016/j.wasman.2006.03.012
  • [5] P. Turgut, B. Yesilata, Physico-mechanical and thermal performances of newly developed rubber-added bricks, Energy and Buildings 40/5 (2008) 679-688. DOI: https://doi.org/10.1016/j.enbuild.2007.05.002
  • [6] K. Ramadevi, R. Manju, Experimental investigation on the properties of concrete with plastic PET (bottle) fibers as fine aggregates, International Journal of Emerging Technology and Advanced Engineering 2/6 (2012) 42-46.
  • [7] A.S. Benosman, H. Taïbi, Y. Senhadji, M. Mouli, M. Belbachir, M.I. Bahlouli, Plastic Waste Particles in Mortar Composites: Sulfate Resistance and Thermal Coefficients, Progress in Rubber, Plastics and Recycling Technology 33/3 (2017) 171-202. DOI: https://doi.org/10.1177/147776061703300304
  • [8] D. Hasan, N. Juhari, M.H. Rofi, A. Albar, The effect of polyethylene terephthalate (road barrier waste) in concrete for rigid pavement, Journal of Physics: Conference Series 1349 (2019) 012009. DOI: https://doi.org/10.1088/1742-6596/1349/1/012009
  • [9] M. Žizka, R. Šulc, P. Ditl, Heat Transfer Between Gas and Liquid in a Bubble Column, Chemical Engineering Transactions 57 (2017) 1261-1266. DOI: https://doi.org/10.3303/CET1757211
  • [10] C. Leonard, J.-H. Ferrasse, O. Boutin, S. Lefevre, A. Viand, Bubble column reactors for high pressures and high temperatures operation, Chemical Engineering Research and Design 100 (2015) 391-421. DOI: https://doi.org/10.1016/j.cherd.2015.05.013
  • [11] V. Kannan, P. R. Naren, V.V. Buwa, A. Dutta, Effect of drag correlation and bubble‐induced turbulence closure on the gas hold‐up in a buble column reactor, Journal of Chemical Technology and Biotechnology 94/9 (2019) 2944-2954. DOI: https://doi.org/10.1002/jctb.6100
  • [12] W. Shi, J. Yang, G. Li, Y. Zong, X. Yang, Computational Fluid Dynamics–Population Balance Modeling of Gas-Liquid Two-Phase Flow in Bubble Column Reactors With an Improved Breakup Kernel Accounting for Bubble Shape Variations, Heat Transfer Engineering 41/15-16 (2020) 1414-1430. DOI: https://doi.org/10.1080/01457632.2019.1628493
  • [13] M.A.H. Alzuhairi, B.I. Khalil, R.S. Hadi, Nano ZnO Catalyst for Chemical Recycling of Polyethylene terephthalate (PET), Engineering and Technology Journal 35/8A (2017) 831-837.
  • [14] A. Bombač, Z. Rek, J. Levec, Void fraction distribution in a bisectional bubble column reactor, AIChE Journal 65/4 (2019) 1186-1197. DOI: https://doi.org/10.1002/aic.16534
  • [15] I. Rieth, M. Grünewald, Dimensioning and Design of Bubble Column Reactors Using Compartment Models, Chemie Ingenieur Technik 91/7 (2019) 1049-1058. DOI: https://doi.org/10.1002/cite.201800096
  • [16] A.M. Hameed, M. Alzuhairi, S.I. Ibrahim, Studying some of mechanical properties and microstructure analysis for cement mortar using waste of depolymerized polyethylene terephthalate by using bubble column technique, IOP Conference Series: Earth and Environmental Science 779 (2021) 012097. DOI: https://doi.org/10.1088/1755-1315/779/1/012097
  • [17] ASTM C 305-12, Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency, ASTM International, 2020. DOI: https://doi.org/10.1520/C0305-20
  • [18] D.D. Bui, J. Hu, P. Stroeven, Particle size effect on the strength of rice husk ash blended gap-graded Portland cement concrete, Cement and Concrete Composites 27/3 (2005) 357-366. DOI: https://doi.org/10.1016/j.cemconcomp.2004.05.002
  • [19] ASTM C642-06, Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, ASTM International, 2006. DOI: https://doi.org/10.1520/C0642-06
  • [20] ASTM C293/C293M-16, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Center-Point Loading), ASTM International, 2016. DOI: https://doi.org/10.1520/C0293_C0293M-16
  • [21] M. Frigione, Recycling of PET bottles as fine aggregate in concrete, Waste Management 30/6 (2010) 1101-1106. DOI: https://doi.org/10.1016/j.wasman.2010.01.030
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9ab253bf-c2b8-4759-9e02-2c912258f0af
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