研究生: |
楊家科 JIA-KE YANG |
---|---|
論文名稱: |
廢棄混凝土再生粒料應用於低噪音鋪面可行性之研究 Practicability Assessment of Recycled Concrete on Low Noise Pavement |
指導教授: |
沈得縣
Der-Hsien Shen |
口試委員: |
黃兆龍
JHAO-LONG HUANG 劉明仁 MING-REN LIOU 杜嘉崇 JIA-CHONG DU |
學位類別: |
碩士 Master |
系所名稱: |
工程學院 - 營建工程系 Department of Civil and Construction Engineering |
論文出版年: | 2010 |
畢業學年度: | 98 |
語文別: | 中文 |
論文頁數: | 200 |
中文關鍵詞: | 再生粒料 、粒料堆積 、水泥瀝青膠漿 、低噪音鋪面 |
外文關鍵詞: | recycle aggregate, aggregate accumulation, cement asphalt paste, low noise pavement |
相關次數: | 點閱:420 下載:2 |
分享至: |
查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報 |
本研究係採用廢棄混凝土再生粒料取代部份天然粗粒料拌製多孔隙瀝青混凝土,以探討廢棄混凝土再生粒料應用於低噪音鋪面之可行性。研究時採用改質瀝青III型及水泥瀝青膠漿等兩種黏結料拌製試體,並分二階段進行探討,第一階段探討含廢棄混凝土再生粒料多孔隙瀝青混凝土配比設計法;第二階段進行力學性質試驗、鋪面績效試驗、耐久性質及聲學特性等試驗。以探討廢棄混凝土再生粒料應用於低噪音鋪面之可行性。
研究結果顯示,本研究採用水泥瀝青膠漿做為黏結料不須高溫拌合,可有效減低空氣污染及能源消耗。就力學性質方面,馬歇爾穩定值及間接張力強度皆隨廢棄混凝土再生粒料含量增加而提升。就耐久性質及鋪面績效方面均符合多孔隙瀝青混凝土規範要求。就聲學特性而言,吸音效果與較大孔隙率及較大粒徑級配有正向關係;而廢棄混凝土再生粒料取代比例與吸音係數峯值之頻率呈反向關係,試體厚度亦與其吸音係數峯值之頻率呈反向關係;而孔隙性路面雙層化設計於上層及下層粒料粒徑相異且試體厚度維持不變時,吸音係數峯值頻率會隨上層材料孔隙率增加而逐漸往高頻位置移動。就整體而言,廢棄混凝土再生粒料應用於低噪音鋪面具有可行性。
The purpose of this study is to investigate the sound absorption properties of porous asphalt mixture with various replacement proportions of recycled concrete as coarse aggregate.Using polymer-modified asphalt and cement asphalt paste binder to mix specimens. The study is divided into two stages; Stage 1 discussion the mix design method of porous asphalt mixture with recycled concrete based on concept of particle packing. In stage 2, laboratory tests were preformed such as mechanical test, pavement performance test, durability test and acoustic property test to evaluate the feasibility of recycled concrete application in low noise pavement.
From the test results, in this study, asphalt cement paste to be binder does not need high-temperature mixing, can effectively reduce air pollution and energy consumption.In mechanic properties, Marshall stability, indirect tension strength and direct shear strength are increased with increase of furnace slag replacement content. Durability and pavement performance meet the requirement of the standards. In acoustic property, sound absorption characteristic is positively related to larger porosity and larger aggregate grading. In general, the thicker specimen is, the frequency of sound absorption coefficient is tending to lower. In the double layer design when the aggregates size in the upper and lower levels are different and the specimen thickness is the same, sound absorption peak value moves to high frequency position with increase of air voids in upper layer. Based on laboratory investigations presented in this study, the application of recycled concrete in low noise pavement is feasible.
1.廖惇治,「磚類建材應用於再生混凝土之研究」,國立中興大學碩士論文,民國90年6月。
2.T.C.Hansen and H. Harud, “Strength of Recycled Concrete Made from Crushed Concrete Aggregate”,Concrete International/Janua(1983).
3.M.Tauakoli and P.Soroushian,”Strength ok recycled Aggregate Concrete Made Using Field-demolished Concrete as Aggregate”,ACI Materials Journal/March-April 1996.
4.蘇南、王博麟,「廢棄混凝土回收粗粒料品質與再生混凝土工程性質之探討」,中國土木水利工程學刊Vol.12,No.3,民國89年,P.435-444。
5.郭順傑,「裹漿材料種類對廢棄混凝土再生粒料性質及瀝青鋪面績效影響之研究」,國立台灣科技大學營建工程研究所,碩士論文,民國98年6月。
6.鄭福欽,「營建廢棄物扮製瀝青混凝土可行性之研究」,國立台灣科技大學營建工程研究所,碩士論文,民國88年6月。
7.劉如濡,「廢棄混凝土在瀝青混凝土路面工程上應用之研究」,國立台灣科技大學營建工程研究所,碩士論文,民國89年6月。
8.沈得縣,「廢混凝土再利用於瀝青混凝土路面工程之研究」,財團法人台灣營建研究院研討會,民國89年11月。
9.余仲憲,「建築拆除廢料在瀝青混凝土路面工程上應用之研究」,國立台灣科技大學營建工程研究所,碩士論文,民國90年6月。
10.陳豪吉、劉明仁、李維峰、顏聰,「廢棄混凝土應用於公路構造物中規範草案研擬」,行政院交通部研究報告,2002。
11.黃榮堯、陳振川,「震後建築廢棄物之再生利用與管理」,營建管理季刊,No.41,2000,P.27-34。
12.李維峰、陳育聖、陳雨音、胡志誠,「綠營建材料技術與應用簡介」,台灣營建研究院成果年報,2003。
13.Chesner, W.H., Collons, R.J., and Mackay, M.H., ”User Guidelines for Waste and Byproduct Materials in Pavement Construction”, Federal Highway Administration Office of Engineering R&D, Publication No.FHWA-RD-97-148, Mclean, Virginia, 1997.
14.Chesner, W.H.,”selected state Engineering and Environmental Specifications, Policies and Regulations for the Beneficial Use of By-Product Materials in Construction Applications”, Technical Conference on the Beneficial Use of By-Product Materials in Construction Application, New York,1999.
15.David R., “Using Recycled Materials in Roadway : A Primer”, Technical Conference on the Beneficial Use of By-Product Materials in Construction Applications, New York, 1999.
16.呂正宗,「陽離子乳化瀝青與水泥混合穩定機理之探討」,表面物理化學期末報告,民國90年。
17.李釗,「強塑劑在高性能混凝土上之應用」,高性能混凝土配比實作研討會,民國87年。
18.黃兆龍,「混凝土性質與行為」,詹氏書局,民國91年。
19.蔡攀鰲,「瀝青混凝土」,第六版,三民書局,民國84年8月。
20.Nelson, P. M. and S. M. Phillips “Quieter Road Surfaces,” Transport Research Laboratory, Annual Review(1997).
21.Michel, C. B. and F. Anfosso-Ledee “State-of-Art Prediction and Control of Road Traffic Noise in France,” Transportation Research Record, No. 1626, pp. 71-77(1998).
22.林宏運,「橡膠瀝青混凝土工程性質與吸音特性之研究」,國立台灣科技大學營建工程系碩士論文,民國95年6月。
23.Public Roads Magazine, “Alternative Pavement Surfaces May Reduce Roadway Noise-Along the Road,” May-June(2003).
24.Meiarashi., S. “Researches on Low Noise Pavement in Japan,” Journal of the Acoustical Society of Japan (E) (English translation of Nippon Onkyo Gakkaishi), Vol. 20, No. 1, Jan, pp. 19-27(1999).
25.Wayson, R. L., “Relationship between Pavement Surface Texture and Highway Traffic Noise,” NCHRP Synthesis of Highway Practice 268, Transportation Research Board, National Research Council(1998).
26.Nelson, P. M. “Designing Porous Road Surfaces to Reduce Traffic Noise,” Transport Research Laboratory, Annual Review(1994).
27.Heystraeten, G. V. and C. Moraux., “Ten Years' Experience of Porous Asphalt in Belgium,” Transportation Research Record, No. 1265, pp. 34-40(1995).
28.Isenring, T, H. Koester, and I. Scazziga, “Experiences with Porous Asphalt in Switzerland,” Transportation Research Record, No. 1265, pp.41-53(1990).
29.Berengier, M., J. F. Hamet, and P. Bar, “Acoustical properties of porous asphalts. Theoretical and environmental aspects,” Transportation Research Record, No. 1265, pp. 9-24(1990).
30.Texas Department of Transportation Specifications, “Permeable Friction Course,” No. 3406(1993).
31.Texas Department of Transportation, “Use of PFC to Improve the Performance of CRCP,”(2004).
32.網路文獻,資料來源:
http://www.xs4all.nl/~rigolett/ENGELS/zoab/zoabac.htm
33.交通部臺灣區國道新建工程局,「國道路面行車噪音減輕對策之研究(第2期)」,民國96年。
34.Nielsen, C.B., “Construction of Two-Layer Porous Pavements,” European Experience Quiet Asphalt Symposium, Danish Road Institute(2005).
35.夏明勝,「瀝青混凝土鋪面特性與噪音防制」,臺灣公路工程第33 卷第11 期,民國96年11月。
36.吳佳銘,「多孔隙混凝土應用於道路面層工程性質之研究」,淡江大學土木工程研究所,民國93年7月。
37.The Asphalt Institute, “Mix Design Method for Asphalt Concrete,” Manual Series No.2(MS-2)
38.Shigeki Takahashi, “Improvement of Mix Design for Porous Asphalt,”Road Materials and Pavement Design Volume 2-No.3, pp.238-296(2001).
39.日本道路協會,「排水性鋪裝技術指針(案)」(1998)。
40.Kandhal P.S., Mallick R.B., “Design of New-Generation Open-Graded Friction Courses,”NCAT Report No.99-3(1999).
41.沈美毅,「廢棄混凝土再利用於開放級配與多孔隙瀝青混凝土之研究」,淡江大學土木工程學系碩士班論文,民國91年。
42.Little D.N., and B.L. Richey, “A Mixture Design Procedure Based on the Failure Envelope Concept,” APPT, Vol.52, pp.378-415.