鋪面新維修材料與工法之研究

淡江大學機構典藏 > 工學院 > 土木工程學系暨研究所 > 學位論文 > Item 987654321/34567

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题名:	鋪面新維修材料與工法之研究
其它题名:	Study on new pavement rehabilitation materials and techniques
作者:	葉逸軒;Yeh, Yi-hsuan
贡献者:	淡江大學土木工程學系碩士班李英豪;Lee, Ying-haur
关键词:	鋪面材料;維修技術;半柔性鋪面;連鎖高壓磚鋪面;超薄混凝土加鋪;Pavement Materials;Rehabilitation Techniques;Semi-flexible Pavement;Interlocking Concrete Pavement;Ultra-thin Whitetopping
日期:	2005
上传时间:	2010-01-11 05:23:26 (UTC+8)
摘要:	我國公路與機場鋪面大多使用瀝青混凝土與水泥混凝土材料，因此對於國外鋪面新維修材料與工法的發展常忽略且較少探討。本研究主要目的除了介紹傳統鋪面的構造與特性，鋪面種類、損壞原因、維修方法外，並介紹新維修材料與工法。國內常見鋪面材料包括透水性鋪面、排水性鋪面、石膠泥瀝青混凝土、再生瀝青混凝土、廢輪胎橡膠瀝青混凝土、及再生水泥混凝土之材料特性、設計理念、構造特徵、與可能產生問題等。再參考國外施工經驗將半柔性鋪面、連鎖高壓磚鋪面及超薄混凝土加鋪等新維修材料與工法引進。希望透過對各項新材料之特性、標準施工步驟、應用限制、加鋪設計原理、維修方法與適用性等瞭解，可選擇較適宜的鋪面維修策略，以提升鋪面未來使用績效、減少維修頻率及延長使用壽命。以AASHTO、PCA、AI、FAA等鋪面設計法之加鋪設計程序為前提，進行相關設計觀念的闡述及維修方針。另外，以個案討論方式選擇不同之維修材料做成本分析與比較。新維修材料與工法未來將可根據國內鋪面使用現況，實際應用在鋪面維修與處理。本研究冀望能促進新維修材料與工法之技術轉移，確保未來在有限資源使用下能發揮最大的效益。 Since asphalt concrete and portland cement concrete have been successfully and widely adopted as our domestic highway and airport pavement materials, many most recent developments of pavement materials and techniques are often overlooked. The primary objective of this study is to not only investigate the material properties and structural characteristics of conventional pavement materials, but also introduce some of the new rehabilitation materials and technologies. The material properties, design principles, structural characteristics, and potential problems of conventional pavement materials such as permeable pavement, drainable pavement, stone mastic asphalt (SMA) pavement, reclaimed asphalt pavement (RAP), rubber modified asphalt concrete (RMAC) pavement, and reclaimed concrete pavement materials are first investigated. Several new rehabilitation materials and technologies using semi-flexible pavement, interlocking concrete pavers (ICP), and ultra-thin whitetopping materials are also introduced. Through better understanding of their applicability, standard operating procedures, limitations and effectiveness, overlay design principles, and repair methods, this study attempts to assist in selecting more appropriate rehabilitation strategies to improve future pavement performance, reduce repair frequency, and prolong pavement’s service life. Several overlay design procedures including AASHTO, PCA, AI, and FAA are subsequently discussed. Some specific rehabilitation guidelines are also provided. A case study for the relevant cost analysis of various feasible rehabilitation options is conducted and compared. The applicability of the newly introduced rehabilitation materials and techniques shall be further validated through practical trial applications according to domestic conditions. The ultimate goal of this study is to promote technology transfer of new rehabilitation materials to assure the best use of our limited resources.
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