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研究生：	楊子康 Yang, Tzu-Kang
論文名稱：	標稱最大粒徑對多孔隙瀝青混凝土工程性的影響 Effect of Nominal Maximum Aggregate Size on Engineering Properties of Porous Asphalt Concrete
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：	2013
畢業學年度：	101
語文別：	中文
論文頁數：	116
中文關鍵詞：	多孔性瀝青混凝土、標稱最大粒徑
外文關鍵詞：	PAC, Nominal Maximum Aggregate Size
相關次數：	點閱：76 下載：0
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國內多孔隙瀝青混凝土(PAC)，以標稱最大粒徑(Nominal Maximum Aggregate Size, NMAS)19mm為主，鋪面厚度約3~5cm；但NMAS 12.5mm之PAC鋪面之經驗較有限。本研究主要使用改質III型瀝青，配合標稱最大粒徑19mm、12.5mm及9.5mm之PAC級配，依照日本排水性瀝青混凝土配合設計進行配比，並製作試體進行實驗室工程性質試驗與績效評估，比較其耐久性、功能性及安全性。並針對PAC之抗車轍能力進行分析，以標稱最大粒徑12.5mm之PAC級配，使用三種不同黏滯度之改質III型瀝青及傳統瀝青AR80製作之車轍試體進行相關的分析。
研究結果顯示，耐久性方面，NMAS 19mm，NMAS 12.5mm及NMAS 9.5mm級配PAC之穩定值分別為591、620及544kgf；間接張力強度分別為0.70、0.77及0.51MPa；平均回彈模數分別為2300、2352及1293MPa，顯示NMAS 19mm及NMAS 12.5mm較NMAS 9.5mm級配之PAC強度較強，有較佳的耐久性。功能性方面，NMAS 19mm，NMAS 12.5mm及NMAS 9.5mm級配PAC之滲透係數分別為0.18、0.13及0.16 cm/s，皆大於規範值0.01 cm/s十倍以上，顯示三種不同標稱最大粒徑之PAC級配皆有良好的功能性。安全性方面，NMAS 19mm，NMAS 12.5mm及NMAS 9.5mm級配PAC之BPN值分別為67、73及68；平均紋理深度分別為1.70、1.24及0.97mm，顯示PAC在安全性方面皆有一定水準，且使用較大標秤粒徑之PAC級配具有較佳的安全性。車轍輪跡試驗部分，NMAS 19mm、NMAS 12.5mm及NMAS 9.5mm級配之動穩定值分別為3150、2864及2739(次/mm)，顯示使用較大標稱最大粒徑的級配有較佳的抗車轍能力。

Porous asphalt concrete (PAC) in the country is based on nominal maximum aggregate size(NMAS) of 19mm.The thickness of 19mm NMAS PAC is about 3~5cm.In this study, engineering properties of three types of 19mm NMAS, 12.5mm NMAS and 9.5mm NMAS PAC with type III modified asphalt were evaluated by means of conventional laboratory test.Assessment is divided into durability, functionality and safety.In addition, 12.5mm NMAS PAC with three types viscosity of III modified asphalt and AR80 straight-run asphalt was carried out to assess the effect of rutting resistance.
The result showed, in durability respect, the Marshall stability of 19mm NMAS, 12.5mm NMAS and 9.5mm NMAS PAC is 591, 620 and 544kgf respectively；Indirect tensile strength is 0.70, 0.77 and 0.51MPa respectively；Resilient modulus is 2300, 2352 and 1293MPa respectively, 19mm NMAS and 12.5mm NMAS PAC have better Strength than 9.5mm NMAS PAC.In functionality respect, the permeability coefficient of 19mm NMAS, 12.5mm NMAS and 9.5mm NMAS PAC is 0.18, 0.13 and 0.16 cm/s respectively, the result showed PAC has good functional.In safety respect, the British pendulum tester(BPN) of 19mm NMAS, 12.5mm NMAS and 9.5mm NMAS PAC is 67, 73 and 68 respectively, the result showed PAC has good safety, and PAC with larger NMAS can provide better sliding properties on the pavement. In rutting resistance respect, the dynamic stability of 19mm NMAS, 12.5mm NMAS and 9.5mm NMAS PAC is 3150, 2864 and 2739(pass/mm), the result showed PAC with larger NMAS can provide better rutting resistance.

摘要……………………………….........................................................Ⅰ
Abstract…………………………………................................................Ⅲ
致謝………………………………………………………..…….…………Ⅳ
目錄…………………………………..…................................................Ⅵ
表目錄……………….………………….............................................. XII
圖目錄…………………..………………............................................. XⅣ
第一章 緒論…………………………………....................................... 1-1
1前言……………………………................................................1-1
2研究動機…………………………….........................................1-2
3研究目的…………………………………..................................1-3
4研究範圍…………………………….……….............................1-3
第二章 文獻回顧……………………….……….……............................2-1
1多孔隙瀝青混凝土…………………………….…...…..…..........2-1
2多孔隙瀝青混凝土之材料組成………………….……...............2-2
3 多孔隙瀝青混凝土之特性……………………….….….............2-6
4 多孔隙瀝青混凝土鋪面之功能性……………….….….............2-7
4.1 噪音………………............. …………………….............2-7
4.2 透水性………………......………………...…….............2-10
5 多孔隙瀝青混凝土鋪面之耐久性……….………...….............2-12
6 多孔隙瀝青混凝土鋪面之安全性…….…………...….............2-14
7 改質瀝青與多孔隙瀝青混凝土鋪面之關係….….…………....2-15
第三章 研究計畫……………….....................…….….……................3-1
1 研究流程……………………………..............….…….............3-1
2 試驗材料………………………………………….…................3-3
2.1瀝青膠泥………………... ………………..….….............3-3
2.2 粒料與級配…………..……………….....…...……….... 3-4
2.3 纖維…………………………………….………..……......3-5
3 瀝青膠泥試驗……………….………………....….....…….…... 3-5
3.1 針入度…………………………………..…..…………..... 3-5
3.2 黏滯度………………..…………..................…………... 3-6
3.3 比重……………….…………………….….…..………... 3-6
3.4 閃火點………………………………….…..…………..... 3-6
3.5 溶解度試驗………………………………...………..........3-6
3.6 軟化點試驗…………………………………..…….…..…3-6
3.7 軟化點離析試驗……………………………..……………3-6
3.8 滾動薄膜烘箱試驗(RTFOT) ………………..………...…3-7
3.9 彈性回復試驗……………………………..………………3-7
3.10 延展性試驗……..………………............…………….…3-7
4粒料基本物性試驗……….………………………..…….…..……3-7
4.1洛杉磯磨損試驗…………………………….……..….……3-7
4.2粗細骨材比重及吸水率…………………….……..…….…3-7
4.3健度試驗……….………………………….……..…………3-7
4.4扁平率試驗….…………………………….……..…………3-8
4.5破碎面試驗……….……………………….……..…………3-8
4.6含砂當量試驗…….……………………….…….…….……3-8
5多孔性瀝青混凝土配合設計…………………….…..…...………3-9
5.1選定空隙率目標值……………………….……..…….…3-10
5.2確認嘗試級配與瀝青含量………………….…..…….…3-10
5.3試體拌和與夯壓……………………………..………...…3-11
5.4嘗試級配孔隙率計算………………………....……….…3-11
5.5決定最佳瀝青含量………………………….....…………3-12
5.6配合設計試驗值檢驗………..……………..…………… 3-14
6摩擦試驗…………………………………………..…….………3-15
7表面紋理深度試驗…………………………………..…….……3-15
8回彈模數試驗………………………………..…………….……3-16
9車轍輪跡試驗……………………………………..………….…3-16
10車轍壓密變形量及變形率分析…………………...………..…3-19
11Burger model 模擬分析………………..……………….….…3-20
12透水試驗………………………………….….….…..……….…3-21
13磨耗及垂流試驗………………………….……………….……3-21
14間接張力試驗………………………………....……………….3-22
15穩定值及流度值試驗……………………….…………….……3-23
16滯留強度試驗……………………………..……..……….……3-24
17孔隙率試驗……………………………………....……….……3-25
18符號說明……………………………………..…….……..……3-26
第四章 試驗結果與討論………………………………....…..…….….…4-1
1試驗材料基本物性…………………………..…..…………….…4-1
1.1瀝青黏結料…………………………..…..…..……….……4-1
1.2粒料基本物性試驗…………………..…..…..……….……4-3
2多孔隙瀝青混凝土配合設計……………..……..………….……4-5
2.1設定孔隙率目標值………………………..…...………..…4-5
2.2確定目標孔隙率……………………..………..………..…4-5
2.3決定瀝青用量……………….………..………....….……4-10
2.4 PAC試體之工程性質…………………...……….………4-14
3不同標稱最大粒徑對PAC之工程性質影響………..…………4-16
3.1孔隙率試驗………………………………..….………..…4-16
3.2穩定值試驗………………..………………..….…………4-18
3.4流度值試驗……………….………….………………..…4-20
3.5滯留強度指數(TSR) ……….………..…….…….………4-21
3.6間接張力………………….………….…….……..………4-22
3.7垂流與磨耗…………….…………….…….……..………4-23
3.8回彈模數……………….……………….….……..………4-25
3.9 PAC之耐久性評估…….…………………..….…………4-26
4不同標稱最大粒徑對PAC之績效評估…….…………………4-27
4.1透水試驗……………………….…….…….…..…………4-27
4.2車轍輪跡試驗……………………..………...……………4-29
4.3 摩擦試驗…………………………..……..………………4-29
4.4表面紋理深度…………………..…………...……………4-30
4.5 PAC之功能性及安全性評估……..………….…….……4-31
5不同標稱最大粒徑對PAC車轍之影響…..……..….…………4-32
5.1車轍深度與動穩定值分析………………..….………..…4-32
5.2車轍壓密變形量及變形率分析…………..……...………4-34
6瀝青黏度對PAC車轍之影響…………………..….……..……4-35
6.1車轍深度與動穩定值分析……….……….…..…….……4-35
6.2車轍壓密變形量及變形率分析………………………….4-36
7車轍模擬與分析………………………………..……………..…4-37
7.1 Burger model…………………………..………………4-37
7.2 Burger model參數與實驗室試驗值之比較………..…4-41
第五章 結論與建議………………………………………..…….………5-1
1結論…………………………………………...……….…………5-1
2 建議……………………………………………………...………5-4
參考文獻……………………………………………………..…………..參-1

                                    

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