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| 研究生： |
方楷逸 Fang, Kai-Yi |
|---|---|
| 論文名稱： |
改質瀝青應用於排水級配之抗水侵害研究 |
| 指導教授： |
蕭志銘
Shuan, Chi-Ming |
| 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： | 2002 |
| 畢業學年度： | 90 |
| 語文別： | 中文 |
| 論文頁數： | 129 |
| 中文關鍵詞： | 抗水侵害能力 、改質瀝青 、排水性瀝青混凝土 |
| 外文關鍵詞： | modified asphalt, drainage porous asphalt, moisture damage resistance |
| 相關次數： | 點閱：121 下載：4 |
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台灣地處於高溫溼熱的亞熱帶，雨量相當豐沛，就道路工程的觀點而言，路面的排水性質及抗水侵害能力就成了重要的一環，然而傳統密級配原則上是不允許水分滲透的，於是在1987年時，日本為改進賽車跑道天雨路滑的缺失，率先採用所謂”排水性瀝青混凝土”鋪面，使用效果卓著，然而在排水路面當中，由於大多數骨材乃屬於粗粒料，骨材表面積小，而又有介於15﹪~25﹪的高孔隙率，所以瀝青粘結料的性質就需要有特別的考量，不但要提供較大之韌性、抗拉強度及薄膜厚度，更重要的是要擁有較佳的抗剝脫能力以提供高孔隙率時水分的侵害，是故瀝青粘結料的性質便為本研究的重點。
因此本研究針對目前的瀝青粘結料性質進行評估，選擇多種瀝青（針入度60/70、CNS改質Ⅲ型、日本高粘度改質瀝青）配合歐洲及日本二種排水骨材級配作為試驗材料，以日本排水性鋪裝技術指針規定之配比設計決定二種排水級配及三種瀝青組合之最佳瀝青含量並製作試體。本研究之瀝青粘結料性質試驗涵蓋：瀝青添加不同比例石灰或石粉浸泡於水中20天後的粘滯度試驗、韌性試驗、並製作馬歇爾試體進行浸泡不同天數之滲透試驗、剝脫試驗。此外考慮輪跡試驗作為瀝青粘結料抗變形能力之依據。
總而言之，本研究之主要目的在於比較三種不同瀝青粘結料應用在排水鋪面時之抗水侵害能力。
Since Taiwan is located in the subtropics, high temperature, high humidity, and heavy rainfall are the most significant characteristics of the weather in Taiwan. From the perspective of pavement engineering, the draining capability and the moisture damage resistance play important roles in pavement. However, traditional dense-graded are not allowed for water infiltration, principally. Thus, in 1987, “drainage porous asphalt” was adopted in Japan to improve its runway of automobile race from being moist and slippery. And it was highly successful. Nevertheless, among all the drainage pavements, most of them are coarse aggregates, with small area of surface and 15%~25% high air void. The properties of asphalt need to be closely considered. It has to provide better toughness, resistance to lengthen and thicker asphalt film. Most of all, it must also have stripping resistance and high air void. Therefore, the focus of this research is the nature properties of asphalt.
In this research, commonly used asphalts will be the focus of our evaluation. Many kinds of asphalt (penetration 60/70, CNS polymer-modified asphalt III, Japanese modified high viscosity asphalt) will be chosen to use in coordination of European and Japanese drainage-graded aggregate. The Guideline of Japan Drainage Paving Techniques will be used to determine the best asphalt contents for test samples. The experiment of the properties of asphalt includes: viscosity of the asphalts with different percentage of lime and gypsum; toughness testing; permeable testing of Marshall samples, stripping testing. Furthermore, wheel-tracking testing will be considered to the base of asphalt deformation resistance.
In brief, the purpose of this research is to compare the application of 3 different asphalts in the water inroad resistance ability of drainage pavement.
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校內：立即公開校外：2002-07-12公開