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研究生: 黃俊銘
Huang, Chun-Ming
論文名稱: 剛性鋪面及再生瀝青混凝土鋪面績效評估
Performance Evaluation of Rigid and Recycled Asphalt Concrete Pavements
指導教授: 陳建旭
Chen, Jian-Shiuh
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系碩士在職專班
Department of Civil Engineering (on the job class)
論文出版年: 2017
畢業學年度: 105
語文別: 中文
論文頁數: 118
中文關鍵詞: 剛性路面瀝青混凝土回收料再生瀝青混凝土鋪面績效
外文關鍵詞: Rigid pavements, Reclaimed Asphalt Pavement, Reclaimed Asphalt Concrete, Pavement Performance
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  • 剛性鋪面需進行長期績效觀測,方可建立合理維修機制。本研究以國道3號蘭潭隧道細紋刨除後之剛性鋪面性能分別進行耐久性及安全性評估試驗,耐久性為量測紋理深度,安全性為抗滑值(BPN和SN)及平坦度(IRI)量測。藉由歷年鋪面績效試驗成果顯示,IRI值大致良好、BPN值及SN值存在持續下降趨勢,BPN值大於45。
    再生瀝青混凝土(Recycled Asphalt Concrete, RAC)需進行正確之品質管控,提升服務年限。本研究藉由臺南市試驗路段南74線,評估再生瀝青混凝土(RAC)鋪面績效。配合設計以標稱最大粒徑19mm之再生瀝青混凝土,並添加刨除回收料40%,並依理論公式推估再生劑(RA-5)添加量,再於瀝青拌和廠進行試拌,確認最終配合設計;同時,進行試驗道路鋪築,評估再生瀝青混凝土鋪面之安全性及耐久性,並納入103年7月於嘉義縣縣道170線(8K+826~10K+412) 再生瀝青混凝土試驗道路現地試驗數據,評估再生瀝青混凝土鋪面績效,兩者於評估期間之績效良好。

    To construct a standard maintenance process, it is needed to observe the change of a rigid pavement. This study try to remove the eliminating fine lines of “Formosa Highway No.3, Lan-Tan Tunnel” and analyze its durability (Mean Texture Depth) and security (British Pendulum Number, Skid Number, and International Roughness Index). We summarized the analysis results of the rigid pavement recently, and it is showed that the IRI value was almost the same. However, the value of BPN and SN have reduced year by year, but the security was still enough (BPN>45).
    The quality of RAC (Recycled Asphalt Concrete) is needed to well control to increase its life time. This study evaluated the security and durability of the rigid pavement of Tainan City No. 74 road, and compared with Chiayi County No. 170 road (8K + 826 ~ 10K + 412). Both road sections show the good quality.

    摘要.......................................S-1 目錄.........................................I 圖目錄......................................VI 表目錄......................................IX 第一章 緒論.................................1-1 1.1前言.....................................1-1 1.2研究動機..................................1-3 1.3研究目的..................................1-3 1.4研究範圍..................................1-3 第二章 文獻回顧...............................2-1 2.1剛性鋪面使用概況...........................2-1 2.1.1台灣剛性鋪面概況.........................2-1 2.1.2歐美及其他國家剛性鋪面使用概況............2-2 2.2 剛性鋪面之特性............................2-2 2.3 剛性鋪面之優劣點..........................2-3 2.4 剛性鋪面之類型............................2-4 2.5 再生瀝青混凝土之發展.......................2-7 2.6 瀝青混凝土回收料的特性.....................2-7 2.6.1 RAP的黏結料性質.........................2-8 2.6.2 RAP的變異性.............................2-9 2.7 瀝青還原劑................................2-9 2.7.1 再生劑規範..............................2-10 2.8 鋪面調查與評估............................2-13 2.9平坦度調查.................................2-15 2.10抗滑調查..................................2-17 2.10.1 鋪面材料因素...........................2-17 第三章 研究方法...............................3-1 3.1研究流程..................................3-1 3.2剛性鋪面檢測...............................3-3 3.2.1蘭潭隧道現地概況..........................3-3 3.2.2 研究位置................................3-3 3.2.3 現地試驗................................3-4 3.3再生瀝青混凝土(RAC)鋪面檢測.................3-6 3.3.1南74線現地概況...........................3-6 3.3.2 研究位置................................3-8 3.3.3 縣道170線現地概況........................3-8 3.3.4 RAC配合設計.............................3-10 3.4 試驗方法..................................3-11 3.4.1摩擦試驗.................................3-11 3.4.2平坦度試驗...............................3-12 3.4.3 車轍量試驗..............................3-13 3.4.4 Clegg衝擊值.............................3-14 3.4.5 刨除面紋理評估—油脂塗佈法.................3-15 3.4.6 鎖輪式抗滑儀.............................3-19 第四章 剛性鋪面檢測成果與討論....................4-1 4.1平坦度變化..................................4-1 4.2細紋刨除抗滑值BPN變化........................4-2 4.3紋理深度(MTD)...............................4-6 4.4抗滑值SN變化................................4-7 第五章 再生瀝青混凝土鋪面結果與討論...............5-1 5.1 南74線回收料與配比設計.......................5-1 5.1.1 回收料之老化瀝青...........................5-1 5.1.2 回收料之粒料...............................5-2 5.1.3 新鮮材料物性試驗...........................5-3 5.1.4 決定再生劑用量.............................5-3 5.1.5再生瀝青混凝土之級配曲線.....................5-8 5.1.6 RAC試拌結果...............................5-9 5.2 縣道170線配比設計.............................5-17 5.3 現地績效.....................................5-17 5.3.1 耐久性評估—車轍量試驗結果....................5-19 5.3.2 耐久性評估—平坦度...........................5-20 5.3.3 耐久性評估—Clegg衝擊試驗結果.................5-21 5.3.4 安全性評估—抗滑試驗結果......................5-22 5.3.5 現地績效檢測成果.............................5-23 5.4 RAC績效評估執行困難面..........................5-24 第六章 結論與建議..................................6-1 6.1 結論..........................................6-1 6.1.1 剛性鋪面....................................6-1 6.1.2 再生瀝青混凝土鋪面...........................6-2 6.2 建議..........................................6-3 6.2.1 剛性鋪面.....................................6-3 6.2.2 再生瀝青混凝土鋪面............................6-3 參考文獻...........................................參-1 附錄..............................................附-1

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