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研究生: 許慧玲
Hsu, Hui-Ling
論文名稱: 分析回收瀝青添加再生劑之膠漿性質
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: 2005
畢業學年度: 93
語文別: 中文
論文頁數: 152
中文關鍵詞: 擴散試驗流變試驗韌性試驗再生劑
外文關鍵詞: RAP
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  •   在重視環保的當下,回收瀝青混凝土(RAP)能否重複使用為未來發展的趨勢,也是解決砂石資源匱乏的一大因素,因此本研究使用40900 poises及28000 poises的RAP黏結料,以不同比例加入再生劑RA-75及RA-250,將兩者調製成1000、2000、3000 poises黏度值之再生瀝青膠漿,試驗其物理性質、流變性質、鋪面績效並了解兩者間之擴散作用。

      試驗結果發現當RAP黏結料分別添加25%左右RA-75及30%
    左右RA-250再生劑,可使RAP黏結料降至AC-20之規範針入度值,再生瀝青膠漿之軟化點值及黏度值,隨RAP黏結料添加比例增加而增加,且當RAP黏結料添加10%再生劑後,延展性即有明顯之提高,韌性實驗中,老化程度較低之RAP黏結料添加再生劑後,更能增加瀝青之黏結效果,RAP黏結料每增加20%之添加量,可明顯增加G*值,其δ值則明顯降低,若要達到SHRP所規定之G*/sinδ=1kPa,則再生劑需添加40%左右即可達到。傅立葉轉換紅外線光譜中得知,添加越多再生劑可為RAP黏結料補充消失的芳香油成分,可降低瀝青之老化現象。在考慮成本及各項試驗結果下,建議兩者拌合溫度為140度,若需以固定溫度110℃,則建議放置12小時,確保回收瀝青與再生劑分子間有明顯的擴散作用。

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    目 錄 摘要 誌謝 目錄 Ⅱ 縮寫目錄 Ⅳ 表目錄 Ⅴ 圖目錄 Ⅵ 第一章 緒論 1 1-1 前言 1 1-2 研究動機 2 1-3 研究目的 2 1-4 研究範圍 3 第二章 文獻回顧 4 2-1 瀝青材料 4 2-1-1 瀝青成分 4 2-1-1-1 分子元素 5 2-1-1-2 組成單元 5 2-1-1-3 膠體系統 7 2-1-1-4 化學分析 8 2-2 瀝青之溫感性 10 2-3 瀝青質流行為 12 2-4 瀝青老化過程 16 2-5 瀝青老化模式 19 2-6 瀝青再生劑 21 2-6-1 瀝青再生劑規範 22 2-6-2 再生劑添加量 23 2-6-3 再生劑對回收瀝青之擴散作用 26 第三章 研究計畫 31 3-1 研究方法 31 3-2 研究流程 32 3-3 試驗方法與設備 33 3-3-1 回收瀝青萃取試驗 33 3-3-2 瀝青物性試驗 34 3-3-3 韌性試驗 35 3-3-4 動剪流變儀 38 3-3-5 傅立葉轉換紅外線光譜儀 40 3-3-6 擴散試驗 41 第四章 結果與討論 43 4-1 定義再再生瀝青混凝土 43 4-1-1 瀝青短期老化行為之推估 43 4-1-2 瀝青長期老化行為之推估 46 4-1-3 再再生瀝青混凝土之推估 49 4-2 選取料源-基本物性試驗 51 4-2-1 再生劑 51 4-2-2 針入度 52 4-2-3 軟化點 53 4-2-4 延展性 55 4-2-5 黏度 56 4-2-6 瀝青膠漿與規範值比較 62 4-3 韌性試驗 65 4-3-1 拉伸曲線 65 4-4 瀝青膠漿之流變試驗 68 4-4-1 再生劑RA-75及RA-250流變性質 68 4-4-1-1 RA-75及RA-250再生劑之流變參數 68 4-4-1-2 RA-75及RA-250再生劑之δ值 70 4-4-2 回收瀝青流變參數 72 4-4-2-1 回收瀝青-再生劑之流變參數G* 72 4-4-2-2 回收瀝青-再生劑之δ值 75 4-4-3 RAB流變參數與鋪面績效之關係 77 4-5 傅式紅外線光譜儀試驗 80 4-6 擴散作用 83 4-6-1 擴散速率 88 第五章 結論與建議 92 5-1 結論 92 5-2 建議 94 參考文獻 95 附錄 100

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