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研究生: 李明樵
Li, Ming-Chiao
論文名稱: 老化瀝青拌和還原劑之工程和化學性質
Engineering and Chemical Characteristics of Aged Asphalts Mixed with Recycling Agents
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: 2014
畢業學年度: 102
語文別: 中文
論文頁數: 140
中文關鍵詞: 再生瀝青黏結料再生劑質流試驗薄層液相層析法紅外線光譜凝膠滲透層析
外文關鍵詞: Recyling Asphalt Binder (RAB), Rheological Test, Thin-layer Chromatography–Flame Ionization Detector (TLC-FID), Fouier Transform Infrared Spectroscopy (FTIR), Gel Permeation Chromatogrephy (GPC)
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  • 國內使用刨除回收料超過50年,對於其來源、性質以及鋪築時間沒有詳細的紀錄,材料性質的變異性很大,不容易控制鋪面的績效。回收瀝青混凝土(Reclaimed Asphalt Pavement, RAP)中的老化瀝青在服務期間經過環境的作用,使性質與新鮮瀝青產生差異,經由添加還原劑可使老化瀝青的性質改變,但再生劑的種類與成分對於回收瀝青的恢復效果仍不清楚。本研究選用兩種不同老化程度之黏結料,添加不同種類及比例之再生劑與軟化劑於回收瀝青黏結料中,混合期使再生瀝青黏結料(Recycling Asphalt Binder, RAB)達到目標黏度。透過動態剪切流變儀(Dynamic Shear Rheometer, DSR) 、薄層液相層析法之火焰離子檢視器(TLC-FID) 、傅立葉轉換紅外線光譜儀(Fouier Transform Infrared Spectroscopy, FTIR)以及凝膠滲透層析儀(Gel Permeation Chromatogrephy, GPC)以比較RAB與新鮮瀝青(pen 60/70)之物理與化學性質,並建議還原劑之選用與RAB適當的目標黏度。本研究使用校正後的AI MS-2方法計算還原劑添加比例,將黏度單位由poise轉換為centipoise並作圖計算比例,可使黏度值更接近所需目標黏度。質流試驗結果顯示,將還原劑添加於老化瀝青可使RAB複合模數(G*)接近新鮮瀝青,並明顯恢復相位角性質,但RAB性質較新鮮瀝青更具彈性,這表示再生劑無法將黏彈特性完全恢復至與新鮮瀝青相同。此外,添加再生劑可使RAB中的老化官能基Sulfoxide與Carbonyl顯著減少,且隨著再生劑含量增加而降低,說明添加再生劑對於老化瀝青的官能基為一種稀釋作用。添加再生劑能有效調整老化瀝青的組分,其中瀝青精比例可降至接近新鮮瀝青,並提高膠質成分。然而,再生劑可調整老化瀝青的組分,但與新鮮瀝青仍有差異。

    In Taiwan, reclaimed asphalt pavement (RAP) has been used over 50 years, but few information was known about the source and the characteristics of these materials. The aged binder of RAP due to the affection of environment, a significant difference in properties between aged and virgin binders, the addittion of recycling agent into the aged binder will recover the properties of aged binders. The reclaimed binder used was extracted from two kinds of RAP, which were different in viscosity. Then mixed reclaimed binder and rejuvenating agent and softening agent by various contents to obtain Recyling Asphalt Binder (RAB) in target viscosity. Dynamic Shear Rheometer (DSR), Thin-layer Chromatography–Flame Ionization Detector (TLC-FID), Fouier Transform Infrared Spectroscopy (FTIR), and Gel Permeation Chromatogrephy (GPC) were used to evaluate the properties of RAB in this study, and the physical and chemical characteristics between RAB and virgin binder (pen 60/70) were compared. In this study, we used the adjustment AI MS-2 method to calculate and decide the content of recycling agents. Rheological result indicated that recycling agents are able to recover complex modulus (G*) and phase angle, but the RAB had lower phase angle, it’s mean recycling agents could not recover all the RAB rheological properties as virgin binder. Besides, the proportion of sulfoxide and carbonyl functionalities will decrease as recycling agent increase. Add rejuvenating agent can effectively adjust the components of aged binder, which can decrease asphaltenes and increase resins. However, rejuvenating agent can adjust the components of aged binder, but there are difference between virgin binder.

    摘要……………………………………………..…………………….….I 誌謝………………………………………………………………….…VII 目錄………………………………………………………..………...….IX 表目錄………………………………………………………….….…XIII 圖目錄……………………………………………………………….XV 第一章 緒論……………………………………………………….….1-1 1.1 前言…………..…………………………………...………….1-1 1.2 研究動機……………..………………………………...…….1-2 1.3 研究目的……………..………………………………...…….1-2 1.4研究範圍……………..………………………………….…….1-3 第二章 文獻回顧…………………..…………………………...…….2-1 2.1 瀝青黏結料…………..………………………………..……..2-1 2.1.1 瀝青組成成份…………..………………………...……2-1 2.1.2 瀝青物理、化學特性…………..………………………2-7 2.2 瀝青之老化……………..…………………………………..2-11 2.2.1 老化瀝青……………..……………………………….2-13 2.2.2 老化瀝青之特性……………..…………………….…2-14 2.3 還原劑……………..………………………………………..2-15 2.3.1 老化瀝青的再生作用……………..………………....2-16 2.3.2 擴散作用…………..……………………………..…..2-16 2.3.3 擴散和特性指數之評估……………..…………….…2-18 2.4 再生劑規範……………..…………………………………..2-20 2.5 瀝青質流性質……………..………………………………..2-22 2.5.1 時間/溫度重疊原理…………..………………….…..2-23 2.5.2 瀝青質流模型…………..………………………….…2-24 第三章 研究計畫……………..……………………………………..3-1 3.1 研究方法…. …………..……………………………………..3-1 3.2 試驗方法與設備….. …………..…………………………….3-3 3.2.1 回收瀝青萃取試驗………………..…………………...3-3 3.2.2 針入度試驗…………………………………………….3-5 3.2.3 延展性試驗….. …………..……………………………3-6 3.2.4 黏滯度試驗….. …………..……………………………3-7 3.2.5 動態剪切質流儀( Dynamic Shear Rheometer)…….3-9 3.2.6 傅立葉轉換紅外線光譜儀( Fourier Transform Infrared Spectroscopy, FTIR)…………………………….3-11 3.2.7 凝膠滲透層析儀(Gel Permeation Chromatography, GPC)………………………………………………………..3-16 3.2.8薄層液相層析法之火焰離子檢視器(Thin-layer Chromatography – Flame Ionization Detector, TLC-FID)……………………………………………………3-21 3.3 還原劑添加量……………..………………………………..3-27 3.3.1 還原劑添加量決定方式…. …………..……………...3-27 3.3.2 還原劑混拌方式….. …………..……………………..3-29 3.3.3 再生瀝青黏結料(Recycled Asphalt Binder, RAB)…...…………..……………………………………….3-30 3.4 零剪力黏度(ZSV)決定方法……………..………………...3-31 第四章 試驗結果與討論……………..…………………………..…4-1 4.1 材料基本物理性質……………..……………………………4-1 4.1.1 黏度試驗結果………………..………………………...4-1 4.1.2 質流試驗結果………………………………………….4-2 4.1.3 RAP含油量與粒料篩分析……………………………..4-4 4.1.4 再生劑基本性質…. …………..……………………….4-5 4.2 還原劑添加量…. …………..………………………………..4-7 4.2.1 決定還原劑添加比例之方法與比較………………...4-7 4.3 材料化學性質……………………………………………..4-14 4.3.1 TLC-FID試驗結果………………………………….4-14 4.3.2 GPC試驗結果………………………………………4-15 4.3.3 FTIR試驗結果………………………………………...4-17 4.4再生瀝青黏結料基本物性…………………………………..4-19 4.4.1 質流試驗…………………………………………….4-19 4.4.2 針入度……………………………………………….4-28 4.4.3 薄膜烘箱試驗(Thin Film Oven Test, TFOT)……..4-29 4.5 再生瀝青黏結料化學性質………………………………..4-33 4.5.1 TLC-FID試驗結果………………………………….4-33 4.5.2 GPC試驗結果………………………………………4-38 4.5.3 FTIR試驗結果………………………………………4-43 第五章 結論與建議…………………………………………………5-1 5.1 結論…………………………………………………………..5-1 5.2 建議…………………………………………………………..5-3 參考文獻……………………………………………………………參-1

    張玉貞(2013),「中國瀝青材料生產技術現狀」,第四屆瀝青材料國
    際學術會議,廣州,第31-42頁。
    黃碩偉(2012),「還原劑添加於回收瀝青混凝土之黏結料性質」,國
    立成功大學土木工程研究所碩士論文,台南。
    Airey, G.D. (1997) Rheological Characteristics of Polymer Modified
    and Aged Bitumens, Ph.D. Thesis, Department of Civil Engineering, University of Nottingham, United Kingdom.
    Anderson, D.A., Christenson, D.W. and Bahia, H. (1991) “Physical
    Properties of Asphalt Cement and The Development of Performance-Related Specifications,” Journal of The Association of Asphalt Paving Technologists, Vol.60, pp.437-532.
    Bennert, T. (2009) ”Dynamic Modulus of Hot Mix Asphalt,”
    Technical. Trenton: New Jersey Department of Transportation (NJDOT).
    Boukir, A., Guiliano, M., Asia, L., Hallaoui, A.E., and Mille, G.(1998)
    “A Fraction of Fraction Study of Photo-Oxidation of BAL 150 Crude Oil Asphaltenes.” Analusis, Vol. 26, pp. 358-364.
    Carpenter, S., and Wolosick, J. (1980) “Modifier Influence in the
    Characterization of Hot-Mix Recycled Material,” Transportation Research Record: Journal of Transportation Board, No.777, pp.15-22.
    Christensen, D.W., and Anderson, D.A. (1992) “Interpretation of
    Dynamic Mechanical Test Data for Paving Grade Asphalt Cements,” Journal of The Association of Asphalt Paving Technologists, Vol.61, pp.67-116.
    Corbett, L.W. (1969) “Composition of Asphalt Based on Generic Fractionation, Using Solvent Deasphaltening, Elution-adsorption Chromatography, and Densimetric Characterization,” Analytical Chemistry,Vol.41, No.4, pp.576-579.
    Denneman, E., Dias, M., Malone, S., Choi, Y., Woodall, E. and
    Urquhart, R. (2013) “Maximising the Re-use of Reclaimed Asphalt Pavement: Binder Blend Characterisation,” Austroads Technical Report, Publication No. AP-T245-13, Australia.
    Huang, B., Li, G., Vukosavljevic,D., Shu, X., and Egan, B. (2005)
    “Laboratory Investigation of Mixing Hot-Mix Asphalt with Reclaimed Asphalt Pavement,” Transportation Research Record: Journal of Transportation Board, No.1929, pp. 37-45.
    Karlsson, R. and Isacsson, U. (2003) “Investigations on Bitumen
    Rejuvenator Diffusion and Structural Stability,” Journal of the Association of Asphalt Paving Technologists, Vol. 72, pp. 463-501.
    Khoo, K.Y., Austroads (2012).” National Survey of Bitumens: 2006
    to 2012,” Austroads, Sydney.
    Lamontagne, J., Dumas, P., Mouillet, V. and Kister, J. (2001)
    “Comparison by Fourier Transform Infrared (FTIR) Spectroscopy of Different Ageing Techniques:Application to Road Bitumens,” Fuel, Vol. 80, pp. 483-488.
    Lee, C., Terrel R., and Mahoney, J. (1983) “Test for Efficiency of
    Mixing of Recycled Asphalt Paving Mixtures,” Transportation Research Record: Journal of Transportation Board, No.911, pp. 51-60.
    Lesueur, D. (2009). “The Colloidal Structure of Bitumen:
    Consequences on the Rheology and on the Mechanisms of bitumen modification,” Advances in Colloid and Interface Science, Vol.145, pp.42-82.
    Meng, X., Yuzhen, Z., Fuqi, L., and Weimin, G. (2012) “Study of
    Rejuvenators’ Diffusion into Aged Asphalts,” International Symposium on Antennas and Propagation.
    Noureldin, S., and Wood, L. (1987) “Rejuvenator Diffusion in Binder
    Film for Hot-Mix Recycled Asphalt Pavement,” Transportation Research Record: Journal of Transportation Board, No.1115, TRB, Washington, pp. 51-61.
    Oliver, J. (1975) Diffusion of Oils in Asphalts., Australian Road
    Research Board, Report No. 9, Australia.
    O’Sullivan, K. A. (2011). Rejuvenation of Reclaimed Asphalt
    Pavement (RAP) in Hot Mix Asphalt Recycling with High RAP Content, Degree of Master, Worcester Polytechnic Institute, MA.
    Oyekunle, L.O. (2006). “Certain Relationships between Chemical Composition and Properties of Petroleum Asphalts from Different Origin,” Oil and Gas Science and Technology – Rev. IFP, Vol.61, pp.433-441.
    Peterson, J.C., Robertson R.E., Branthaver J.F., Harnsberger, P.M., Duvall, J.J., Kim, S.S., Anderson, D.A., Christenson, D.W., and Bahia, H.U. (1994) Binder Characterization and Evaluation Volume 1, SHRP-A-367, Strategic Highways Research Program, National Research Council, Washinton, DC.
    Read, J., and Whiteoak, D. (2003) The Shell Bitumen Handbook,
    Shell Bitumen, UK.
    Roberts, F.J., Kandhal, P.S., Brown, E.R., Lee Dah-Yinn and
    Kennedy, T.W. (1996). Hot Mix Asphalt Materials, Mixture Design, and Construction, National Center for Asphalt Technology, NAPA Education Foundation, Maryland.
    Shen, J., Amirkhanian, S., and Tang, B. (2007) "Effects of
    Rejuvenator on Performance-Based Properties of Rejuvenated Asphalt Binder and Mixtures," Construction and Building Materials, Vol.21, pp.958-964.
    Skoog, D.A., West, D.M., and Holler, F.J. (1996) Fundamentals of
    Analytical Chemistry, Saunders College Publishing, 7th edition, U.S., ch.22.

    Skoog, D.A., Holler, F.J., and Crouch, S.R. (2007) Principle of
    Instrumental Analysis, Thomson Brooks/Cole, 6th edition, CA, Ch.16A.
    Tran, N.H., Taylor, A. and Willis, R. (2012). “Effect of Rejuvenator
    on Performance Properties of HMA Mixtures with High RAP and RAS Contents,” 277 Technology Parkway of National Center for Asphalt Technology, Report No. 12-05, Alabama.

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