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研究生: 陳威翔
Chen, Wei-Shiang
論文名稱: 添加彈性體及塑性體聚合物之改質瀝青
Asphalt Cement Modified with Elastomeric and Plastomeric Polymers
指導教授: 陳建旭
Chen, Jian-Shiuh
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年: 2020
畢業學年度: 108
語文別: 中文
論文頁數: 117
中文關鍵詞: 改質瀝青微觀結構回收低密度聚乙烯甲基丙烯酸縮水甘油酯多重應力潛變恢復
外文關鍵詞: Modified Asphalt, Microstructure, Recycled Low-density Polyethylene, Glycidyl Methacrylate, Multiple Stress Creep Recovery
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  • 為配合循環經濟,本研究以回收之低密度聚乙烯(RPE)為改質劑、
    甲基丙烯酸縮水甘油酯(GMA)為官能化聚合物,添加至苯乙烯-丁二烯
    -苯乙烯(SBS)改質瀝青,進行微觀型態觀察,並且分析工程性質。無
    添加硫時,SBS 在瀝青中無交聯現象發生,形成顆粒狀結構分布於瀝青
    中;添加RPE 會使SBS 的微觀結構更加分散,產生更微小的顆粒結構。
    工程性質方面,添加RPE 使改質瀝青硬度提升、材料彈性恢復能力下降;
    添加GMA 使RPE 微觀結構產生聚集現象,使RPE 在微觀下面積比例
    提升,但RPE 之間並無交聯現象發生,工程性質方面亦可提升改質瀝青
    硬度,但對彈性恢復能力和變形能力無顯著影響。多重應力潛變恢復
    (MSCR)試驗下,RPE 用量提升時,改質瀝青於低應力下之抗永久變
    形能力提升,但於高應力下其抗永久變形能力提升程度降低;GMA 用量
    提升時,無法顯著改善材料彈性恢復能力和抗永久變形能力,但能降低材
    料應力敏感性。本研究試驗之改質瀝青,其抗永久變形能力皆符合極高交
    通量等級,但彈性恢復能力不足,建議酌量添加GMA,並需添加硫,改
    善SBS 微觀型態,提升改質瀝青之工程性質。

    In order to cooperate with the circular economy, this research added recycled low-density polyethylene (RPE) and glycidyl methacrylate (GMA) into styrene-butadiene-styrene (SBS) modified asphalt. Observe their morphology and discuss mechanical properties. SBS doesn’t cross-link without adding sulfer. SBS form a granular structure distributed in asphalt. Adding RPE makes the microstructure of SBS more dispersed. In terms of mechanical properties, the addition of RPE increase hardness and reduce elastic recovery property. The addition of GMA cause aggregation of the RPE microstructure and increase the proportion of RPE under the microscopic. But there is no cross-linking between RPE. In terms of mechanical properties, the addition of GMA improve hardness, but it has no significant effect on elastic recovery and deformation capabilities. Under the multiple stress creep recovery (MSCR) test, the permanent deformation resistance under low stress increases when the amount of RPE increases,. But the improvement of permanent deformation resistance decreases under high stress. When the amount of GMA increases, elastic recovery and permanent deformation resistance cannot be significantly improved. But the stress sensitivity can be reduced. In this research, modified asphalt meets requirement of resistance to permanent deformation, but fails in elastic requirement in E grade It is recommended to add GMA and sulfur to improve the microscopic appearance of SBS and enhance the mechanical properties.

    Key words: Modified Asphalt, Microstructure, Recycled Low-density Polyethylene, Glycidyl Methacrylate, Multiple Stress Creep Recovery

    摘要 I 致謝 V 目錄 VI 圖目錄 VIII 表目錄 IX 第一章 緒論 1 1.1前言 1 1.2研究動機 3 1.3研究目的 3 1.4研究範圍 3 第二章 文獻回顧 4 2.1改質瀝青 4 2.2改質劑 5 2.2.1聚合物改質劑 7 2.2.2苯乙烯-丁二烯-苯乙烯(SBS) 9 2.2.3聚乙烯(Polyethylene) 11 2.3官能化聚合物 14 2.3.1馬來酸酐(Maleic Anhydride, MAH) 15 2.3.2甲基丙烯酸縮水甘油酯(GMA) 16 2.4聚合物改質瀝青 17 2.4.1改質瀝青之改質原理 17 2.4.2改質瀝青之形態學(Morphology) 18 2.4.3重複應力潛變恢復試驗(Multiple Stress Creep and Recovery, MSCR) 19 2.5循環經濟(Circular Economy) 21 2.5.1廢棄物 21 2.5.2線性經濟(Linear Economy) 24 2.5.3循環經濟 24 第三章 研究計畫 26 3.1研究流程 26 3.2試驗材料 28 3.2.1基底瀝青 28 3.2.2改質劑 28 3.2.3甲基丙烯酸縮水甘油酯(GMA) 30 3.3改質瀝青 30 3.3.1試驗樣品命名 30 3.3.2拌和瀝青流程 31 3.4微觀樣品製備 32 3.5試驗方法 33 3.5.1黏度試驗 33 3.5.2針入度試驗 33 3.5.3軟化點試驗 33 3.5.4延展性試驗 34 3.5.5閃火點試驗 34 3.5.6離析試驗 34 3.5.7韌性試驗 35 3.5.8滾動薄膜烘箱試驗(Rolling Thin-Film Oven Test, RTFOT) 36 3.5.9彈性回復率試驗 36 3.5.10重複應力潛變恢復試驗(Multiple Stress Creep and Recovery, MSCR) 37 3.6統計分析 41 3.6.1變異數分析(ANOVA) 42 3.6.2成對比較 43 第四章 結果與討論 44 4.1瀝青基本工程性質規範 44 4.1.1基底瀝青工程性質之規範及試驗值 44 4.1.2改質Ⅲ型瀝青工程性質之規範與實驗值 45 4.2微觀型態 46 4.3改質瀝青基本工程性質 52 4.3.1黏度 52 4.3.2針入度 55 4.3.3軟化點 56 4.3.4延展性 57 4.3.5離析 58 4.3.6溶解度 59 4.3.7加熱損失率 59 4.3.8彈性回復率 60 4.3.9 4℃針入度 61 4.3.10韌性與黏結力 61 4.3.11重複應力潛變恢復試驗 68 4.4改質劑之建議添加量探討 72 4.4.1 RPE添加量 72 4.4.2 GMA添加量 75 第五章 結論與建議 78 5.1結論 78 5.2建議 79 參考文獻 參-1 附錄 附-1 SPSS操作手冊 附-1 圖像處理程式Image-Pro Plus操作手冊 附-12

    行政院環境保護署(2019) 108年公告應回收廢物品及容器回收量統計,https://recycle.epa.gov.tw/result/QP09-T2209-108%E5%B9%B46%E6%9C%88.pdf,行政院環境保護署,2019年8月19號瀏覽。
    行政院環境保護署(2019) 公告應回收廢物品及容器回收量統計表,https://recycle.epa.gov.tw/result/%E5%9B%9E%E6%94%B6%E9%87%8F86%E5%B9%B4-107%E5%B9%B4.pdf,行政院環境保護署,2019年8月19號瀏覽。
    行政院環境保護署統計室(2017) 環境保護統計名詞定義,https://www.epa.gov.tw/DisplayFile.aspx?FileID=4484D88062145F6D&P=745809d0-b01a-4e10-bc74-1363436cc958,行政院環境保護署,2019年8月19號瀏覽。
    李政德(2019) 改質瀝青黏結料之微觀組成與工程性質,國立成功大學土木工程研究所博士論文,台南。
    施工綱要規範(2019)第02741章 瀝青混凝土之一般要求,行政院公共工程委員會,台北
    施工綱要規範(2019)第02796章 密級配改質瀝青混凝土鋪面,行政院公共工程委員會,台北。
    蔡攀鰲 (2009) 瀝青混凝土,三民書局,台北。
    Airey, G.D. (2011). Factor affecting the rheology of polymer modified bitumen (PMB), Polymer Modified Bitumen : Properties and Characterisation, 1st edition, pp.238-263.
    Andreas, S., S. Unterberger, and R. Lackner (2017) Impact of molecular structure of SBS on thermomechanical properties of polymer modified bitumen. European Polymer Journal, Vol.96, pp.256-265.
    American Society of Testing and Materials (ASTM) (2019) Standard Practice for Coding Plastic Manufactured Articles for Resin Identification.ASTMD7611/D7611M−19,West Conshohocken, Pennsylvania.
    Balaceanu, C., D. M. Tilea, and D. Penu (2017) Perspectives on eco economics. Circular economy and smart economy. Academic Journal of Economic Studies, Vol.3(4), pp.105-109.
    Behnood, A., M. M. Gharehveran (2019) Morphology, rheology, and physical properties of polymer-modified asphalt binders. European Polymer Journal, Vol.112, pp.766-791.
    Bourguignon, D. (2016) Closing The Loop – New Circular Economy Package. European Parliamentary Research Service, Bruxelles-Ville.
    Brown, E. R., P. S. Kandhal, F. L. Roberts, Kim, Y. R., D. Y. Lee, and T. W. Kennedy (2009) Hot Mix Asphalt Materials, Mixture Design, and Construction, 3rd edition, NAPA Research and Education Foundation Lanham, Maryland.
    Chin, C., and P. Damen (2019) Viability of Using Recycled Plastics in Asphalt and Sprayed Sealing Applications. Austroads Technical Report AP-T351-19, Austroads, Sydney NSW, Australia.
    Daquan, S., and L. Weimin (2006) Phase morphology of polymer modified road asphalt. Petroleum Science and Technology, Vol.24, pp.839-849.
    Federal Highway Administration (2011) The multiple stress creep
    recovery (MSCR) procedure, U.S. Department of ransportation:Federal Highway Administration (FHWA), FHWA-HIF-11-038.
    Hunter, R. N., A. Self, and J. Read (2015) The Shell Bitumen Handbook, 6th edition, London.
    Jun, L., Z. Yuxia, and Z. Yuzhen (2008) The research of GMA-g-LDPE modified Qinhuangdao bitumen. Construction and Building Materials, Vol.22, pp.1067-1073.
    Lim, H. C. A. (2011) The Influence of Reactive Modification on The Compatibility of Polyolefins with Non-Olefinic Thermoplastics, Department of Materials, Loughborough University, State College, London.
    Ma, D., D. Zhao, J. Zhao, S. Du, J. Pang, W. Wang, and C. Fan (2016) Functionalization of reclaimed polyethylene with maleic anhydride and its application in improving the high temperature stability of asphalt mixtures. Construction and Building Materials, Vol.113, pp.596–602.
    Nasirtabrizi, M. H., S. Mohebalizadeh, and A. P. Jadid (2011) Glycidyl Methacrylate Polymers Containing Indole Groups: Synthesis and Characterization, Department of Applied Chemistry,Islamic Azad University, Iran.
    Oliver, J., K. Y. Khoo, and K. Waldron (2012) The effect of SBS morphology on field performance and test results. Road Materials and Pavement Design, Vol.13(1), pp.104-127.
    Othman, A. (2010) Effect of low-density polyethylene on fracture toughness of asphalt concrete mixtures. Journal of Materials in Civil Engineering, Vol. 22(10), pp.951-967.
    Peacock, A. J. (2000) Handbook of Polyethylene: Structures, Properties, and Applications, 1st Edition, Baytown, Texas.
    Polacco, G., S. Filippi, F. Merusi, and G. Stastna (2015) A review of the fundamentals of polymer-modified asphalts: asphalt/polymer interactions and principles of compatibility. Advances in Colloid and Interface Science. Vol.224, pp.72-112.
    Shih, R. S., S. W. Kuo, F. C. Chang (2011) Thermal and mechanical properties of microcellular thermoplastic SBS/PS/SBR blend: Effect of crosslinking. Polymer, Vol.52, pp. 752-759.
    Stroup-Gardiner, M., and D. E. Newcomb (1995) Polymer Literature Review. Report MN/RC - 95/27, Minnesota Department ofTransportation, Minnesota.
    Vos, M., F. Wullink, M. D. Lange, M. V. Acoleyen, D.V. Staveren, and V. V. Meijenfeldt (2016) The Circular Economy - What Is It and What Does It Mean for You, Arcadis Briefing Paper, Netherlands.
    Xiao, Y. (2009) Evaluation of Engineering Properties of Hot Mix Asphalt Concrete for the Mechanistic-Empirical Pavement Design, Department of Civil & Environmental Engineering, Florida State University, State College, Florida.
    Zhang, J., L. F. Walubita, A. N. M. Faruk, P. Karki, and G. S. Simate (2015) Use of the MSCR test to characterize the asphalt binder properties relative to HMA rutting performance –A laboratory study. Construction and Building Materials, Vol.94, pp.218-227.
    Zhu, J., B. Birgisson, and N. Kringos (2014) Polymer modification of bitumen: Advances and challenges. European Polymer Journal, Vol.54, pp.18-38.

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