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研究生：	吳孟昇 Wu, Meng-Sheng
論文名稱：	轉爐石與天然粒料石膠泥瀝青混凝土產製、施工和績效 Production, Construction and Performance Evaluation of Stone Mastic Asphalt Concrete Mixed with Basic Oxygen Furnace Slag and Natural Aggregate
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：	2020
畢業學年度：	108
語文別：	中文
論文頁數：	180
中文關鍵詞：	轉爐石石膠泥瀝青混凝土(BOF-SMA) 、廠拌、纖維、豐富瀝青、足夠瀝青、績效評估
外文關鍵詞：	Converter stone mortar asphalt concrete (BOF-SMA), plant mix, fiber, rich asphalt, sufficient asphalt, performance evaluation
相關次數：	點閱：81 下載：0
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國內自1997年起引進石膠泥瀝青混凝土(Stone Mastic Asphalt, SMA)，主要使用於重載交通路面。本研究主要分為市區道路和高速公路SMA路面，目的是應用承載高荷重交通。為減少轉爐石(Basic Oxygen Furnace Slag, BOF)對環境之衝擊和循環經濟再利用，市區道路鋪面材料之粗粒料採用轉爐石全取代，SMA鋪設面積高達146,800 m2，提出豐富瀝青和足夠瀝青作為提昇SMA耐久性和績效之參考。藉由3次廠拌得知，纖維用量採0.4%，添加方式以顆粒投入拌和鼓為佳，瀝青用量建議以豐富瀝青5.3%和足夠瀝青5.1%，鬆實比則需視試鋪和實鋪調整，混合料拌和時間以乾拌19秒、溼拌37秒確保混合料均勻度；經分析級配篩分析合格率78.2%、瀝青含量符合要求比率94%、平坦度皆小於2.8mm、厚度和壓實度經檢測皆合格。另外，國道1號高速公路SMA鋪面材料使用天然料，檢測之車轍量低於13 mm、衝擊值高於70、平坦度IRI值小於1.75 m/km、抗滑度大於30以上、回彈模數1,000 MPa以上和間接張力0.8 MPa以上，藉由歷年鋪面績效數據評估分析，建立資料庫以作為維修機制之參考。

Since 1997, Stone Mastic Asphalt (SMA) has been introduced in China, which is mainly used for heavy-duty traffic pavements. This study is mainly divided into urban roads and expressway SMA pavements, and the purpose is to apply high-load traffic. In order to reduce the impact of Basic Oxygen Furnace Slag (BOF) on the environment and recycling economy, the coarse-grained material of urban road paving materials is completely replaced by converter stone. The paving area of SMA is as high as 146,800 m2. It proposes rich and sufficient asphalt. As a reference to improve the durability and performance of SMA. According to the three batches of plant mixing, the fiber dosage is 0.4%, and the addition method is to put the particles into the mixing drum. The recommended asphalt dosage is 5.3% rich asphalt and 5.1% sufficient asphalt. The loose-to-solid ratio depends on the trial and actual paving. Adjusted, the mixing time of the mixture is 19 seconds for dry mixing and 37 seconds for wet mixing to ensure the uniformity of the mixture; after analysis, the pass rate of the gradation sieve analysis is 78.2%, the asphalt content meets the requirement rate of 94%, and the flatness is less than 2.8mm. The degree of compaction is qualified after testing. In addition, the SMA paving material of National Highway No. 1 is made of natural materials. The detected rutting amount is less than 13 mm, the impact value is higher than 70, the flatness IRI value is less than 1.75 m/km, the slip resistance is greater than 30, and the rebound modulus Above 1,000 MPa and indirect tension above 0.8 MPa, based on the evaluation and analysis of paving performance data over the years, a database is established as a reference for the maintenance mechanism.

摘要 I
Abstract II
致謝 IX
目錄 X
表目錄 XVI
圖目錄 XVIII
第一章 緒論 1-1
1 前言 1-1
2 研究動機 1-3
3 研究目的 1-3
3.1 市區道路轉爐石SMA 1-4
3.2 高速公路天然石SMA 1-4
4 研究範圍 1-4
第二章 文獻回顧 2-1
1 前言 2-1
2 SMA特性 2-2
2.1 粒料體積百分比 2-3
2.2 粒料形狀和粒徑 2-5
2.3 轉爐石 2-6
2.4 填充料 2-10
2.5 穩定劑 2-10
2.6 瀝青 2-13
3 國外SMA鋪設經驗 2-14
4 國內SMA鋪設經驗 2-15
5 產製鋪築 2-18
第三章 研究方法 3-1
1 研究流程 3-1
1.1 市區道路轉爐石SMA 3-1
1.2 高速公路天然石SMA 3-3
2 試驗路段 3-6
2.1 高雄市金福路 3-6
2.2 高雄市沿海路 3-7
2.3 國道1號北上三義路段 3-11
2.4 國道1號南下斗南路段 3-15
3 試驗方法 3-19
3.1 材料品質 3-19
3.2 施工品質 3-20
3.3 績效評估 3-21
第四章 市區道路轉爐石SMA鋪面結果與討論 4-1
1 轉爐石SMA配合設計 4-1
1.1 金福路SMA鋪面 4-1
1.2 沿海路SMA鋪面 4-5
1.3 綜整轉爐石配合設計瀝青和木纖用量 4-8
2 交通流量 4-9
3 第1階段金福路轉爐石SMA試拌和試鋪 4-9
3.1 金福路試拌 4-10
3.2 金福路試鋪 4-11
3.3 綜合金福路試拌試鋪結果 4-18
4 第2階段沿海路轉爐石SMA廠拌 4-18
4.1 第一處廠拌—高雄市旗山區 4-19
4.2 第二處廠拌—高雄市大樹區 4-24
4.3 第三處廠拌—高雄市仁武區 4-30
4.4 廠拌綜合結果 4-32
5 鋪築現況 4-33
5.1 鋪築第1層現況 4-34
5.2 鋪築第2層現況 4-35
5.3 鋪築第3層現況 4-36
6 鋪築現地品質 4-36
6.1 材料品質−級配篩分析 4-37
6.2 材料品質−瀝青含量 4-39
6.3 施工品質−平整度檢驗 4-46
6.4 施工品質−厚度檢驗 4-48
6.5 施工品質−壓實度檢測 4-50
第五章 國道1號SMA鋪面結果與討論 5-1
1 天然石SMA配合設計 5-1
1.1 國道1號三義路段SMA配合設計 5-1
1.2 國道1號斗南路段SMA配合設計 5-4
2 交通流量 5-7
3 國道1號北上三義路段 5-8
3.1 鋪築後現況 5-9
3.2 績效評估 5-10
3.3 工程性質 5-14
4 國道1號南下斗南路段 5-16
4.1 鋪築後現況 5-17
4.2 績效評估 5-19
4.3 工程性質 5-27
第六章 結論與建議 6-1
1 結論 6-1
1.1 市區道路 6-1
1.2 國道1號 6-2
2 建議 6-3
2.1 市區道路 6-3
2.2 國道1號 6-4
參考文獻 參-1
附錄一 規範 附一-1
附錄1.1 市區道路 附一-1
附錄1.1.1 級配篩分析 附一-1
附錄1.1.2 瀝青含量試驗 附一-2
附錄1.1.3 平整度 附一-2
附錄1.1.4 厚度檢測 附一-3
附錄1.1.5 壓實度檢驗 附一-5
附錄1.2 國道1號高速公路 附一-6
附錄1.2.1 車轍值 附一-6
附錄1.2.2 Clegg衝擊值 附一-6
附錄1.2.3 抗滑值 附一-7
附錄1.2.4 平坦度 附一-7
附錄二 石膠泥瀝青混凝土配合設計試驗報告 附二-1
附錄2.1 市區道路金福路 附二-1
附錄2.2 市區道路沿海路 附二-5
附錄2.3 國道1號高速公路三義路段 附二-6
附錄2.4 國道1號高速公路斗南路段 附二-7

                                    

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校內：2025-08-09公開
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