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以脫硫渣作為瀝青混凝土粒料之可行性

The Feasibility of Defulsurzation Slag Used as Aggregates for Asphalt Concrete

摘要


本研究分別以脫硫渣粗粒料、脫硫渣細粒料及脫硫渣全粒料分別取代天然粒料,參考AI MS-2方法採重交通量設計(雙面各夯打75下),進行馬歇爾配合設計,藉由瀝青混凝土工程性質上的變化,並決定各組脫硫渣瀝青混凝土的建議採用瀝青用量;最後進行單價分析,比較各取代方式之經濟性效益,以評估脫硫渣作為瀝青混凝土粒料之可行性。研究結果發現,不同取代方式之脫硫渣瀝青混凝土,其建議採用瀝青含量皆高於控制組;瀝青混凝土試體模製過程中脫硫渣顆粒有破碎情形,使原始配比發生級配降級狀況。在工程性質方面,細粒料取代及全取代組單位重及穩定值比控制組低,但流度及粒料間空隙率(VMA)高於控制組。粗粒料取代組單位重及穩定值比控制組高,但流度及VMA低於控制組。建議採用瀝青含量如能控制在7.0%以下,脫硫渣粒料將具有經濟效應。

並列摘要


In this research, natural aggregates were replaced with desulfurization slag aggregates for asphalt concrete, and the criteria of heavy traffic (two sides compacted with 75 blows) in AI MS-2 were taken as reference, the control samples used natural aggregates. For researching the applying methods of AC paving engineering, coarse, fine and all aggregates in asphalt concrete be replaced with desulfurization slag in this research, and the Marshall mix design method and basic properties testing results are adopted for analyzing the materials properties and estimating economic benefits.The result shows the recommended asphalt contents of various replacing methods of asphalt concrete with desulfurization slag are higher than the control sample. Some desulfurization slag particles broke when molding the AC specimens that resulted in degrading of original aggregate gradation. For the engineering properties, the unit weights and stabilities of fine aggregate and all aggregates be replaced are lower than the control samples but their flow values and VMA are higher than the control ones. For the samples whose coarse aggregate be replaced, the unit weights and stabilities are higher than the control samples but their flow values and VMA are lower than the control ones. For economic benefits estimation, transporting and AC plant mixing expenses are not included but just consider the unit prices of materials, it recommends that asphalt content should be controlled lower than 7.0%.

被引用紀錄


黃偉倫(2015)。爐碴在水泥基質材料中的膨脹行為及安定化方法初探〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu201401053

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