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研究生： 劉德賢
Liu, De-Hshien
論文名稱： 多孔隙瀝青混凝土(PAC)應用於鋪面大型養護之評估
Evaluation of Porous Asphalt Concrete Applied to Pavement Rehabilitation
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： 2014
畢業學年度： 102
語文別： 中文
論文頁數： 116
中文關鍵詞： 多孔隙瀝青混凝土 、剛性路面刨除 、細紋刨除
外文關鍵詞： porous asphalt concrete, eliminating rigid pavement, eliminating fine lines
相關次數： 點閱：134  下載：4 
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    • 國內於1990年代末期引進多孔隙瀝青混凝土(Porous Asphalt Con-crete, PAC)鋪面技術，實務經驗成熟後，逐漸被廣泛鋪設於國道及快速道路。2009年通車之國道6號南投段，是國內第一條全線採用PAC之高速公路；2012年通車之台中生活圏4號道路(台74)，及國道1號五股楊梅拓寬段也是全線採用PAC。
    本研究依鋪面性能分別進行功能性、耐久性及安全性評估試驗；功能性包含透水量及噪音量，耐久性包含車轍、平坦度和Clegg衝擊性，安全性為抗滑值量測。探討標稱最大粒徑、鋪築厚度與刨除方式之影響，評估PAC鋪面實際使用於南部國道高速公路之績效，提高PAC鋪面使用年限與服務品質。
    研究成果顯示，國道8號及10號大型養護採用PAC鋪面，短期現地檢測數據顯示，各項試驗趨勢分析功能性、耐久性和安全性績效良好。所採用之一般刨除平均刨除溝槽為9.1mm，細紋刨除平均刨除溝槽為4.2mm。三種不同之刨除厚度所量測之溝槽深度結果大致相同，顯示一般刨除與細紋刨除不同刨除方式，影響刨除溝槽深度。

    China in the late 1990s to introduce porous asphalt concrete (Porous Asphalt Concrete, PAC) pavement technology, After practical experience mature gradually being widely and quickly laid on the national highway road. Nantou section of National Highway No. 6 of 2009 opened, is the first line of the highway using PAC; 2012 Taichung life rings of road traffic on the 4th (station 74), and the National Highway No. 1, paragraph five bayberry also widened across the board with PAC.
    By this study were functional pavement performance, durability and safety evaluation test; containing functional water permeability and the amount of noise, comprising rutting durability, flatness, and Clegg, impact resistance, safety against sliding of the measurement values. Explore the nominal maximum particle size, paving the way for the influence of the thickness and eliminating assess the actual use of PAC paved national highway in the southern part of the performance, PAC pavement life and improving service quality.
    Research shows that National Highway No. 8, and 10 large-scale conservation using PAC pavement, short-situ test data show that the test trend analysis functionality, durability and safety performance is good. Excluding the proceeds generally used to mean eliminating the groove 9.1mm, eliminating fine lines mean eliminating the groove of 4.2mm. Trench depth of eliminating the results of three different thickness meas-urements are substantially the same, showing the general appearance of fine lines and eliminating eliminating eliminating different ways, affecting eliminating trench depth

    圖目錄 VIII 表目錄 X 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 1-3 1.4. 研究範圍 1-3 第二章 文獻回顧 2-1 2.1. PAC使用經驗 2-1 2.1.1. 國內PAC鋪面概況 2-1 2.1.2. 美國使用PAC鋪面概況 2-2 2.1.3. 歐洲及其他國家使用PAC鋪面概況 2-2 2.2. PAC材料特性 2-3 2.2.1. PAC和OGFC之比較 2-3 2.2.2. 粒料 2-3 2.2.3. 瀝青 2-4 2.2.4. 穩定添加劑 2-5 2.2.5. 填充料 2-6 2.3. PAC鋪面特性 2-6 2.4. 細紋刨除與一般刨除比較 2-7 第三章 研究方法 3-1 3.1. 研究流程 3-1 3.2. PAC材料性質 3-3 3.2.1. 級配 3-3 3.2.2. 瀝青 3-4 3.2.3. 粒料 3-5 3.2.4. 填充料 3-6 3.2.5. PAC配比設計 3-7 3.3. 試驗路段 3-9 3.3.1. 柔性鋪面 3-9 3.3.2. 黏貼式標線 3-13 3.3.3. 剛性鋪面 3-15 3.4. 現地試驗 3-17 3.4.1. 功能性評估—透水量試驗 3-17 3.4.2. 功能性評估—噪音量試驗 3-17 3.4.3. 耐久性評估—車轍量試驗 3-18 3.4.4. 耐久性評估—平坦度試驗 3-19 3.4.5. 耐久性評估—Clegg衝擊試驗 3-20 3.4.6. 安全性評估—摩擦試驗 3-20 3.4.7. 鎖輪式抗滑儀 3-21 3.5. 實驗室PAC鑽心試體評估 3-23 3.6. 刨除面紋理評估 3-23 3.6.1. 刨除溝槽深度量測法 3-23 3.6.2. 油脂塗佈法 3-25 第四章 結果與討論 4-1 4.1. PAC材料與配比設計 4-1 4.1.1. 瀝青 4-1 4.1.2. 粒料 4-2 4.1.3. PAC配比設計結果 4-4 4.1.4. PAC試拌料結果 4-5 4.2. PAC鋪面績效 4-9 4.2.1. 功能性評估—透水量試驗結果 4-9 4.2.2. 功能性評估—噪音量試驗結果 4-10 4.2.3. 耐久性評估—車轍量試驗結果 4-12 4.2.4. 耐久性評估—平坦度試驗結果 4-14 4.2.5. 耐久性評估—Clegg衝擊試驗結果 4-17 4.2.6. 安全性評估—抗滑試驗結果 4-20 4.2.7. 熱塑性塑膠標線與黏貼式標線評估—抗滑試驗結果 4-22 4.2.8. 熱塑性塑膠標線與黏貼式標線評估—透水試驗結果 4-23 4.2.9. PAC鑽心試體之空隙率與單位重 4-25 4.3. 刨除對鋪面績效之影響 4-26 4.3.1. 柔性鋪面 4-27 4.3.2. 剛性鋪面 4-31 4.3.3. 刨除作業注意事項 4-45 第五章 結論與建議 5-1 5.1. 結論 5-1 5.2. 建議 5-2 參考文獻 參-1

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