溫拌瀝青混凝土應用於台灣地區可行性研究｜國立中央大學博碩士論文系統

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研究生：	呂柏璋 Po- Chang Lu
論文名稱：	溫拌瀝青混凝土應用於台灣地區可行性研究 A study of warm mix asphalt to be used in Taiwan
指導教授：	林志棟 Jyh-Dong Lin
口試委員:
學位類別：	碩士 Master
系所名稱：	工學院 - 土木工程學系 Department of Civil Engineering
畢業學年度：	100
語文別：	中文
論文頁數：	130
中文關鍵詞：	刨除料、溫拌添加劑、節能減碳、溫拌瀝青混凝土、熱拌瀝青混凝土
外文關鍵詞：	Carbon reduction, Hot mix asphalt, RAP, Warm mix additive, Warm mix asphalt
相關次數：	點閱：13 下載：0
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自工業革命以來全球化石燃料的使用不斷增加，成為主要能源的供應方式，導致溫室氣體不斷的排放造成地球暖化，因此節能減碳、永續經營及綠能發展概念成為現今主要議題，以熱拌及溫拌瀝青混凝土施工溫度、生產過程碳排放量及成效試驗三個構面進行研究與評估。
熱拌瀝青混凝土生產過程產生大量的煙霧及溫室氣體，對施工人員及氣候暖化造成嚴重的影響，若降低拌合溫度可有效改善相關問題，但須評估降低生產溫度是否對瀝青混凝土成效產生不良影響，本研究以添加劑方式調製溫拌瀝青膠泥藉此降低拌合溫度，針對溫拌瀝青膠泥性質進行相關性試驗，評估添加劑改變原始瀝青膠泥特性，探討溫拌瀝青混凝土配合設計方式；將以刨除料摻配量0%、20%、40%及60%配比設計，比較熱拌與溫拌瀝青拌合後之成效性質、材料及拌合過程中所產生碳排放量試算，並探討兩種瀝青混凝土成本差異。
藉由降低拌合溫度所生產之溫拌瀝青混凝土有較低的碳排放量，但須做更多的評估及規範的制定才能應用於台灣地區鋪面，並且溫拌拌合技術種類繁多，須有效掌控各種拌合特性，才可確保施工品質。

The usage of fossil fuel increasing from Industrial revolution and it becomes the main energy resource, but on the hand, fossil fuel results in global warming as well. Therefore, energy saving and carbon reduction, sustainable use, and environmental consciousness becomes the main theme for discussion. The present study investigates on three aspects. First, estimate the degree of warm mix asphalt and hot mix asphalt during the procedure. Second, estimate at carbon reduce emissions while processing asphalt pavement. Finally,the asphalt concrete effectiveness of the test.
The processing of hot mix asphalt usually hazy with smoke and result in greenhouse effect, moreover, it will influence the health of worker as well as climate serious negative effect. Hence, this research assumes that decreasing the temperature of during operation can avoid negative effects. The present study use an additive to manufacture the warm mix asphalt in order to decrease the temperature, moreover, this research aim at the additive character of warm mix asphalt . This study with the mix design practices, this is, 0%, 20%, 40 and 60 % RAP to compare the HMA and WMA carbon emissions, cost differences and effectiveness of the test results.
The result of this experiment confirms that decreasing asphalt mix temperature can reduce carbon emission. Nevertheless, knowing well characteristics of blending and evaluating condition risk before application are the most important aspec.

第一章 緒論 ....................................................................................... 1
1 研究背景 ..................................................................................................... 1
2 研究目的 ..................................................................................................... 2
3 研究範圍 ..................................................................................................... 2
4 研究流程 ..................................................................................................... 4
第二章 文獻回顧 ............................................................................... 5
1 熱拌、溫拌與半溫拌瀝青混凝土 ............................................................. 5
1.1 熱拌瀝青混凝土性質 .......................................................................... 5
1.2 溫拌瀝青混凝土之發展 ...................................................................... 9
1.3 溫拌瀝青混凝土性質 ........................................................................ 10
1.4 半溫拌瀝青混凝土性質 .................................................................... 12
1.5 使用添加劑之溫拌瀝青混凝土施工溫度制定法 ............................ 13
1.6 溫拌瀝青混凝土受水份侵害機制 .................................................... 15
2 溫拌瀝青混凝土拌合技術 ....................................................................... 18
2.1 WAM-foam 發泡法 .............................................................................. 18
2.2 Aspha-Min 添加劑法 .......................................................................... 19
2.3 Sasobit 添加劑法 ................................................................................ 20
2.4 Evotherm 乳化劑 ................................................................................ 21
3 溫拌瀝青混凝土於鋪面工程之應用 ....................................................... 22
3.1 溫拌瀝青混凝土節能減碳效益 ........................................................ 22
3.2 WMA 添加瀝青混凝土刨除料(RAP)之研究 ..................................... 24
3.3 WMA 成本效益分析 ........................................................................... 28
3.4 WMA 工法疑慮之評估 ....................................................................... 29
4 節能減碳效益評估法 ............................................................................... 31
4.1 溫室氣提之盤查標準 ........................................................................ 31
4.2 瀝青混凝土製品之節能減碳計算 .................................................... 32
第三章 試驗規劃 ............................................................................. 35
1 研究流程 ................................................................................................... 35
2 粒料基本物性試驗 ................................................................................... 37
2.1 比重及吸水率試驗 ............................................................................ 37
2.2 篩分析試驗 ........................................................................................ 38
2.3 洛杉磯磨損率試驗 ............................................................................ 39
2.4 扁平率試驗與稜角率試驗 ................................................................ 40
3 瀝青基本物性試驗 ................................................................................... 40
3.1 黏滯度試驗 ........................................................................................ 40
3.2 針入度試驗 ........................................................................................ 42
3.3 延展性試驗 ........................................................................................ 43
3.4 軟化點試驗 ........................................................................................ 44
3.5 離析試驗 ............................................................................................ 45
4 瀝青混凝土分離回收試驗 ....................................................................... 46
5 瀝青混凝土成效試驗 ............................................................................... 48
5.1 回彈模數試驗 .................................................................................... 48
5.2 靜態潛變試驗 .................................................................................... 51
5.3 車轍輪跡試驗 .................................................................................... 52
5.4 間接張力試驗 .................................................................................... 55
5.5 浸水殘餘強度試驗 ............................................................................ 56
5.6 煮沸試驗 ............................................................................................ 57
5.7 抗滑試驗 ............................................................................................ 57
第四章 試驗結果與分析.................................................................. 59
1 材料性質試驗結果 ................................................................................... 59
1.1 粒料基本性質試驗結果 .................................................................... 59
1.2 刨除料基本性質試驗結果 ................................................................ 60
1.3 瀝青膠泥基本性質試驗結果 ............................................................ 62
1.4 溫拌瀝青膠泥離析程定評估 ............................................................ 65
2 溫拌瀝青混凝土配合設計 ....................................................................... 67
2.1 拌合與壓實溫度制定 ........................................................................ 69
2.2 配合設計結果 .................................................................................... 71
3 一般與溫拌再生瀝青混凝土成效試驗分析 ........................................... 74
3.1 瀝青膠泥之老化評估 ........................................................................ 74
3.2 回彈模數試驗 .................................................................................... 78
3.3 靜態潛變試驗 .................................................................................... 82
3.4 車轍論跡試驗 .................................................................................... 84
3.5 間接張力試驗 .................................................................................... 87
3.6 抗滑試驗 ............................................................................................ 90
3.7 水份敏感性試驗 ................................................................................ 92
3.8 煮沸試驗 ............................................................................................ 94
第五章 溫拌瀝青混凝土應用於鋪面工程之可行性評估 .............. 96
1 節能減碳效益試算 ................................................................................... 96
2 成本分析 ................................................................................................... 99
3 一般與溫拌瀝青混凝土成效比較 ......................................................... 102
第六章 結論與建議 ....................................................................... 105
1 結論 ......................................................................................................... 105
2 建議 ......................................................................................................... 106
參考文獻 ......................................................................................... 108

                                

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