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dc.contributor.advisorTamrin
dc.contributor.authorSinambela, Mutiara Syaftiany Br
dc.date.accessioned2024-09-05T09:18:44Z
dc.date.available2024-09-05T09:18:44Z
dc.date.issued2024
dc.identifier.urihttps://repositori.usu.ac.id/handle/123456789/96824
dc.description.abstractThis study examines the modification of polymer asphalt with polyurethane through several stages. The first stage involves the production of polyol from Pinus merkusii resin by reacting it with 90% formic acid and 30% H₂O₂. Functional group analysis using FTIR indicates successful hydroxylation, evidenced by the O-H stretching vibration at 3409.8 cm⁻¹. This O-H group can react with diisocyanates to form polyurethane. The next stage is the formation of polyurethane by reacting Pinus merkusii polyol with PEG 400 in varying ratios of natural polyol to commercial polyol: 0:100, 20:80, 40:60, 60:40, 80:20, and 100:0, with the addition of toluene 2,4-diisocyanate. FTIR analysis confirms the successful formation of polyurethane, indicated by characteristic wavelengths for N-H, C=O, C-N, and C-O groups. The study also measures the swelling degree to determine crosslinking in polyurethane, showing that the 0:100 and 20:80 polyurethane ratios have the highest crosslinking with the lowest swelling degree of 7,20% and 5,69%. Thermal analysis using TGA indicates that polyurethane with a 20:80 ratio starts decomposing at 194°C, leaving 21.13% of the sample, demonstrating better thermal stability compared to the 0:100 ratio. The 20:80 polyurethane is mixed with asphalt in ratios of 20:80, 30:70, and 40:60. FTIR analysis of the Asphalt-PU shows successful modification, with functional groups from both asphalt and additional functional groups at 1630-1680 cm⁻¹, confirming the presence of C=O carbonyl groups from urethane bonds. Additionally, TGA thermal analysis of asphalt modified with 20:80 polyurethane shows decomposition starting at around 320°C with a weight loss of 58.50%. It can be concluded that polyurethane-modified asphalt with a 20:80 ratio is the most optimal variation.en_US
dc.language.isoiden_US
dc.publisherUniversitas Sumatera Utaraen_US
dc.subjectAsphalten_US
dc.subjectPinus Merkusii Resinen_US
dc.subjectPolyurethaneen_US
dc.subjectTGA Thermal Analysiseen_US
dc.subjectToluene 2,4-Diisocyanateen_US
dc.subjectSDGsen_US
dc.titleAnalisis Termal Aspal Modifikasi Poliuretan Alam dari Getah Pinus Merkusii (Jungh et de Vries) dan Peg 400 dengan Penambahan Toluena 2,4-Diisosianaten_US
dc.title.alternativeThermal Analysis of Natural Polyurethane Modified Asphalt from Merkusii Pine Resin (Jungh et de Vries) and Peg 400 with the Addition of Toluene 2,4-Diisocyanateen_US
dc.typeThesis
dc.identifier.nimNIM200802132
dc.identifier.nidnNIDN0004076004
dc.identifier.kodeprodiKODEPRODI47201#Kimia
dc.description.pages77 Pagesen_US
dc.description.typeSkripsi Sarjanaen_US


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