多孔隙瀝青混凝土鋪面全生命週期管理系統建構之研究; Study of Full-Life cycle Management System for Porous Asphalt Pavement

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Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/43267

Title:	多孔隙瀝青混凝土鋪面全生命週期管理系統建構之研究;Study of Full-Life cycle Management System for Porous Asphalt Pavement
Authors:	葉榮晟;Rong-Sheng Yeh
Contributors:	土木工程研究所
Keywords:	鋪面管理系統;全生命週期;多孔隙瀝青混凝土鋪面;Pavement Management System;Life cycle;Porous Asphalt
Date:	2010-05-28
Issue Date:	2010-12-08 13:32:42 (UTC+8)
Publisher:	國立中央大學
Abstract:	近年來，政府積極推動工程全生命週期的管理，將工程管理制度往上推展至規劃、設計階段，並往下延伸至營運維護階段，同步融入永續發展與節能減碳概念。多孔隙瀝青混凝土應用在公路面層，對於各級道路的經濟性具有重要價值。面對道路維護管理工作，如何延長道路鋪面磨耗層材料的服務壽命，提升材料的耐久性，以降低道路養護週期的必須成本，是一個重要的研究與應用主題。本研究發展一個滿足台灣特殊地理環境需求外，納入全生命週期作業流程，以專家問卷訪談獲取寶貴經驗，應用專家問卷與層級分析方法，建置包括「鋪面規劃」、「鋪面設計」、「鋪面施工」、「維護管理」、「案例資料」這五個層面的全生命週期的鋪面管理系統。以建立包括規劃、設計、施工、營運、管理與維護的多孔隙瀝青混凝土鋪面全生命週期管理系統平台。本研究建議台灣地區多孔隙鋪面規劃設計的地理環境條件基準、路線設計因素與公路設施車道容量與服務水準因素的計算基準。多孔隙瀝青混凝土的級配規範，可以嘗試中孔隙級配或中高孔隙級配的設計材料。級配規範的空隙指標，應參考瑞典的級配規格做明確訂定，讓材料的孔隙特性更準確的掌握。厚度設計應衡量道路車流特性，比較服務效能，選取適當的設計厚度。修正多孔隙瀝青混凝土材料在配合設計階段，進行SGC壓實度試驗，就可以建立多孔隙瀝青混凝土的壓實度準則要求，達到施工控制與長期服務成效的參考指引。多孔隙瀝青混凝土鋪面施工與驗收，從配合設計審查、驗廠作業、駐廠品質管制、試鋪作業、鋪面施工與驗收等，配合生產控制、品管流程及品管檢驗點，建立管制圖及製程能力的資訊，達到要求品質標準與製程製程改善之依據。利用瀝青混凝土廠資源整合e化管理，對製程做即時的品質管制，強化瀝青混凝土拌合廠品質能力，提升瀝青混凝土拌合廠經營管理與能力。 In recent years, Government is actively promoting the management of the full-life cycle. Project management system will be extended up to the planning, design, and downward to the operation of the maintenance phase, Simultaneous integration of sustainable development and the concept of saving energy and reducing carbon. The face of road maintenance management, how to extend the wear of road pavement layer materials, service life, enhance the durability of the material to reduce the cost of road maintenance cycle must be, is an important research and application topics. The development of a particular geographical environment to meet the demands of Taiwan into the full-life cycle processes, Questionnaires and interviews with experts, gain valuable experience in the application questionnaire and the level of expert analysis, build, including pavement planning, pavement design, pavement construction, Maintenance Management, Case Information. All the five dimensions of full-life cycle of pavement management systems. To build, including planning, design, construction, operation, management and maintenance of porous asphalt concrete pavement full-lifecycle management system platform. This study suggests that Taiwan's planning and design of porous pavement base geographic and environmental conditions, route design factors and highway facilities and service levels Drive capacity factor calculation. Porous asphalt concrete gradation specifications, you can try the pore size distribution or grading in the design of high-porosity materials. Gap grading standard indicators should refer to the Swedish grading specifications so clearly laid down so that the porosity characteristics of materials, a more accurate grasp. Thickness should be designed to measure the characteristics of road traffic, more services, performance, select the appropriate design of the thickness. Modified porous asphalt concrete to match the design stage, for SGC compaction test, you can create porous asphalt concrete compaction criteria required to achieve the construction control and long-term effectiveness of the services referenced. Porous asphalt concrete pavement construction and acceptance, from the mix design review, inspection plant operations. Mill quality control, test shop operations, pavement construction and acceptance, with production control, quality control processes and quality control inspection points, establishing control charts and process capability of the information, meet the required quality standards and process based on process improvement. Asphalt concrete plant using integrated e-resource management, manufacturing process in real time on quality control, and strengthen the quality of asphalt concrete mixing plants ability to enhance the asphalt concrete mixing plant management and operation ability.
Appears in Collections:	[Graduate Institute of Civil Engineering] Electronic Thesis & Dissertation

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