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研究生: 鄭弘偉
Cheng, Hung-Wei
論文名稱: 多孔隙瀝青混凝土現地成效
Field Evaluation of Porous Asphalt Concrete (PAC)
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: 2021
畢業學年度: 109
語文別: 中文
論文頁數: 82
中文關鍵詞: 多孔隙瀝青混凝土(PAC) 、鋪面成效(Pavement Performance)
外文關鍵詞: Porous Asphalt Concrete (PAC), Pavement Performance
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  • 台灣處於亞熱帶地區,四面環海且潮濕多雨,常在颱風季節及梅雨季節發生強降雨,而在瞬間暴雨後容易在表面形成徑流,使得鋪面生成水膜,使車輛容易打滑而影響行車安全,而且車輛高速通行產生之音量,影響住戶生活品質,多孔隙瀝青混凝土(Porous Asphalt Concrete, PAC)因透水性佳,逐漸受到重視。本研究評估PAC之安全性(Safety)、功能性(Functionality)及耐久性(Durability)等鋪面成效,並以透水量、平坦度、噪音量、車轍量、抗滑度、CIV值等現地試驗量測其通車後之現地實際狀況。PAC仰賴方正粗粒料及適當瀝青用量提供耐久性,且具約20%孔隙率來提升透水功能及降低噪音功能,另粒料破裂面有助於鋪面承載力;民國98年通車迄今之國道6號下坡路段鋪面孔隙存有堵塞現象,另外民國102年開始服務之國道8號PAC透水率慢慢下降;PAC之平坦度、車轍等耐久性表現良好,抗滑度提供摩擦力,增加行車安全,總體而言,多孔隙瀝青混凝土排水佳、低噪音、抗車轍、抗滑度等特性,皆達水準以上表現,評估結果可提供道路主管機關於路面整修、養護管理、維護作業之參考依據。

    Taiwan is located in a subtropical area, surrounded by the sea and wet and rainy. Heavy rainfall often occurs in typhoon season and rainy season. Runoff is likely to form on the surface after a momentary rainstorm, causing a water film on the pavement, making it easy for vehicles to slip and affecting driving safety. The volume generated by high-speed traffic affects the quality of life of residents. Porous Asphalt Concrete (PAC) has gradually attracted attention due to its good water permeability. This research evaluates the effectiveness of PAC's safety, functionality, and durability, and uses field tests such as water permeability, flatness, noise, rutting, anti-skid, and CIV values. Measure the actual situation on the spot after it is opened to traffic. PAC relies on Fangzheng coarse-grained material and appropriate asphalt dosage to provide durability, and has a porosity of about 20% to improve water permeability and reduce noise. In addition, the cracked surface of the pellets contributes to the bearing capacity of the pavement; National Highway No. 6 since the opening of the Republic of China in 1998 Pavement pores on downhill roads are blocked. In addition, the water permeability of PAC on National Highway No. 8 that has been in service since the Republic of China in 102 has gradually decreased; In other words, the characteristics of porous asphalt concrete, such as good drainage, low noise, anti-rutting, and anti-sliding, are all above the standard performance. The evaluation results can provide a reference basis for road maintenance, maintenance management, and maintenance operations by road supervisors.

    摘要I 誌謝VI 目錄VII 圖目錄IX 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多孔隙瀝青混凝土鋪面結構2-1 2.2多孔隙瀝青混凝土之使用經驗2-3 2.2.1 國內經驗2-3 2.2.2 國外經驗2-4 2.3多孔隙瀝青混凝土之效益2-5 2.3.1 安全提昇2-5 2.3.2 環境友善2-6 2.3.3 PAC與OGFC比較差異2-7 2.4多孔隙瀝青混凝土之材料組成2-8 2.4.1 粒料及級配規格2-8 2.4.2 瀝青2-10 2.4.3 纖維2-10 2.4.4 填充料2-10 2.5多孔隙瀝青混凝土之耐久性2-11 2.6多孔隙瀝青混凝土運輸2-12 2.7多孔隙瀝青混凝土服務年限2-13 2.8多孔隙瀝青混凝土維護管理2-14 第三章 研究方法3-1 3.1 研究流程3-1 3.2 研究路段3-2 3.2.1國道8號3-2 3.2.2國道6號3-3 3.3 檢測方法3-7 3.3.1透水量3-7 3.3.2噪音量3-8 3.3.3抗滑值3-9 3.3.4車轍值3-11 3.3.5平坦度3-12 3.3.6衝擊值3-13 第四章 國8鋪面結果與討論4-1 4.1 國8鋪面安全性4-1 4.2國8鋪面耐久性4-2 4.2.1 國8鋪面平坦度4-2 4.2.2 國8鋪面車轍值4-4 4.2.3 國8鋪面衝擊值4-5 4.3 國8鋪面功能性4-6 4.3.1 國8鋪面透水量4-6 4.3.2 國8鋪面噪音值4-7 4.4 國8鋪面現況4-8 第五章 國6鋪面結果與討論5-1 5.1 國6鋪面安全性5-1 5.2 國6鋪面耐久性5-3 5.2.1 國6鋪面平坦度5-3 5.2.2 國6鋪面車轍值5-7 5.2.3 國6鋪面衝擊值5-9 5.3 國6鋪面功能性5-10 5.3.1 國6鋪面噪音值5-10 5.3.2 國6鋪面透水量5-13 5.4 國6鋪面現況5-16 第六章結論與建議6-1 6.1 結論6-1 6.1.1 國道6號6-1 6.1.2 國道8號6-2 6.2 建議6-3 6.2.1 國道6號6-3 6.2.2 國道8號6-3 參考文獻參-1 圖目錄 圖1.1.1PAC與DGAC在雨天表面差異1-2 圖1.4.1國道6號南投段範圍圖1-4 圖1.4.2國道8號新營段範圍圖1-4 圖2.1.1多孔隙瀝青混凝土與一般密級配級配架構圖2-2 圖2.1.2不同鋪面排水示意圖2-2 圖3.1.1研究流程圖3-1 圖3.2.1國8鋪面於106年後之鋪面結構示意圖3-3 圖3.2.2國道6號南投段主線橋梁段標準斷面圖3-5 圖3.2.3國道6號南投段主線路提段標準斷面圖3-6 圖3.3.1 透水性檢驗3-7 圖3.3.2 噪音量檢驗3-8 圖3.3.3 抗滑值檢驗3-10 圖3.3.4車轍值檢驗3-11 圖3.3.5平坦度檢驗3-12 圖3.3.6衝擊值檢驗3-13 圖4.1.1國道8號BPN值4-2 圖4.2.1國道8號IRI值4-3 圖4.2.2國道8號平坦度和永久變形比較4-4 圖4.2.3國道8號車轍量4-5 圖4.2.4國道8號CIV值變化4-6 圖4.3.1國道8號透水量4-7 圖4.3.2國道8號噪音量變化4-8 圖4.4.1國8-N8SA13T3(10.5)完工後89個月現況4-9 圖4.4.2國8-N8SA19T4(10.8)完工後89個月現況4-9 圖4.4.3國8-N8OG-S(11.1)完工後89個月現況4-10 圖4.4.4國8-N8FA19T4(12)完工後89個月現況4-10 圖4.4.5國8完工後89個月透水量明顯下降現況4-11 圖5.1.1國道6號PAC-BPN值5-2 圖5.1.2國道6號PAC平均BPN值變化5-3 圖5.2.1國道6號PAC輪跡處IRI值變化5-5 圖5.2.2國道6號PAC車道中心處IRI值變化5-6 圖5.2.3國道6號PAC車轍值及IRI值比較5-6 圖5.2.4國道6號PAC車轍量變化5-7 圖5.2.5國道6號PAC車轍量統計分析5-8 圖5.2.6國道6號PAC輪跡處CIV值變化5-9 圖5.3.1國道6號PAC噪音量最大變化5-11 圖5.3.2國道6號PAC噪音量最小變化5-11 圖5.3.3國道6號PAC噪音量等值變化5-12 圖5.3.4國道6號PAC透水量統計變化5-14 圖5.3.5國道6號PAC平均透水量變化(以通車時間觀察)5-15 圖5.4.1國道6號C601標完工後145個月現況5-16 圖5.4.2國道6號C602標完工後145個月現況5-16 圖5.4.3國道6號C603標完工後145個月現況5-17 圖5.4.4國道6號C604標完工後145個月現況5-17 圖5.4.5國道6號C605標完工後145個月現況5-17 圖5.4.6國道6號C606標完工後145個月現況5-18 圖5.4.7國道6號C607標完工後145個月現況5-18 表目錄 表2.3.1 PAC與OGFC差異比較表2-8 表2.4.1 粗粒料品質規定2-9 表3.2.1 國道8號PAC與OGFC鋪面檢測點位3-2 表3.2.2 國道6號 PAC鋪面檢測點位3-4

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