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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
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dc.contributor.advisor | 周家蓓 | zh_TW |
dc.contributor.advisor | Chia-Pei Chou | en |
dc.contributor.author | 曾翊瑄 | zh_TW |
dc.contributor.author | Yi-Hsuan Tseng | en |
dc.date.accessioned | 2023-10-03T16:19:15Z | - |
dc.date.available | 2023-11-09 | - |
dc.date.copyright | 2023-10-03 | - |
dc.date.issued | 2023 | - |
dc.date.submitted | 2023-08-13 | - |
dc.identifier.citation | Cathy Satterfield, Adam Pike, Greg Schertz, Assessment of Economic Impacts of Minimum Maintained Pavement Marking Retroreflectivity, FHWA-SA-22-029
T.E. Burghardt, H. Mosböck, A. Pashkevich, M. Fiolic, Horizontal road markings for human and machine vision, Transp. Res. Procedia 48 (2020) 3622– 3633, doi:http://dx.doi.org/10.1016/j.trpro.2020.08.089 Pavement Marking/Colored Pavement Friction Differential and Product Durability, https://rip.trb.org/View/1764386 交通部,交通工程規範,民國 104 年 1 月 9 日頒布。 中華民國國家標準 CNS 15834:2015,道路標線使用性能,經濟部標準檢驗局,2015 年。 呂昀軒。玻璃珠材料對熱處理聚酯標線反光性能影響探討。台灣大學土木工程學研究所學位論文。2017 DELTA, Reflection and retroreflection(2004), TECHNICAL NOTE · RS 101 https://roadsensors.com/wp-content/uploads/assets/docs/roadsensors/Technical_Reports/RS101.pdf Tomasz E. Burghardt, Anton Pashkevich, Darko Babić, Harald Mosböck, Dario Babić, Lidia Żakowska, Microplastics and road markings: the role of glass beads and loss estimation,Transportation Research Part D: Transport and Environment,Volume 102, 2022, 103123, ISSN 1361-9209, https://doi.org/10.1016/j.trd.2021.103123. Br´emond, R., 2020. 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Burghardt, Harald Mosböck, Anton Pashkevich, Mario Fiolić, Horizontal road markings for human and machine vision, Transportation Research Procedia, Volume 48, 2020, Pages 3622-3633, ISSN 2352-1465, https://doi.org/10.1016/j.trpro.2020.08.089. Tomasz E. Burghardt, Erik Maki, Anton Pashkevich, Yellow thermoplastic road markings with high retroreflectivity: Demonstration study in Texas, Case Studies in Construction Materials, Volume 14, 2021, e00539, ISSN 2214-5095, https://doi.org/10.1016/j.cscm.2021.e00539. J. Migletz, J. Graham, D. Harwood, K. Bauer, Service life of durable pavement markings, Transp. Res. Rec. 1749 (2001) 13–21, doi:http://dx.doi.org/ 10.3141/1749-03. D. Babic, A. Šcukanec, 9 D. Babic, M. Fiolic, Model for predicting road markings service life, Balt. J. Road Bridge Eng.14 (3) (2019) 341–359, doi:http://dx. doi.org/10.7250/bjrbe.2019-14.447. MIGLETZ, James; FISH, Joseph K.; GRAHAM, Jerry L. Roadway delineation practices handbook. 1994 Adam M. 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ASTM International, Pennsylvania, USA. 2015. 邱垂德,李國禎,簡圳銘,以國際摩擦指標評估鋪面抗滑性之初步研究,技師期刊,第42期,民國95 年9 月,p. 101-106 Hall, J.W., et al., Guide for pavement friction. National Cooperative Highway Research Program. 2009: Transportation Research Board of the National Academies. Andresen, A. and J.C. Wambold, Friction fundamentals, concepts and methodology. 1999. Pulugurtha, Srinivas S., Prasanna R. Kusam, and Kuvleshay J. Patel. "Assessment of the effect of pavement macrotexture on interstate crashes." Journal of transportation engineering 138.5 (2011): 610-617 Li, S., S. Noureldin, and K. Zhu, Safety Enhancement of the INDOT Network Pavement Friction Testing Program: Macrotexture and Microtexture Testing Using Laser Sensors. 2010, Joint Transportation Research Program: West Lafayette, Indiana. 周家蓓主持,陳艾懃協同主持,鋪面自動化辨識與自行車道平坦度量測設備功能擴展,內政部營建署委託研究,103年7月。 江東旭。熱處理聚酯標線抗滑性能之研究。台灣大學土木工程學研究所學位論文。2017 NZ Transport Agency, Specification for High Performance Roadmarking, 2009. 周家蓓主持,陳艾懃協同主持,「熱處理聚酯標線於不同使用環境下抗滑能力與反光強度標準之研究」,公路總局材料試驗所委託研究,106 年 11 月。 M H Harun , S Rosdi and M Rosmani(2019) High performance thermoplastic and cold applied plastic road markings: how long do they last?, IOP Conf. Series: Materials Science and Engineering 512, doi:10.1088/1757-899X/512/1/012002 D. Burns, T. Hedblom, T. Miller, Modern pavement marking systems: relationship between optics and nighttime visibility, Transp. Res. Rec. 2056 (2007) 43–51, doi:http://dx.doi.org/10.3141/2056-06. H.-S. Lee, H.-U. Oh, Minimum retroreflectivity for pavement markings by driver’s static test response, J. East. Asia Soc. Transp. Stud. 6 (2005) 1089–1099, doi:http://dx.doi.org/10.11175/easts.6.1089. R.B. Gibbons, B. Williams, B. Cottrell, The refinement of drivers’ visibility needs during wet night conditions, Transp. Res. Rec. 2272 (2012) 113–120, doi:http://dx.doi.org/10.3141/2272-13. Marking a Road Toward a Safer Future. An ERF Position Paper on How Road Markings Can Make Our Road Safer, European Union Road Federation, Brussels, Belgium, 2015. (Accessed 21 February 2019) https://erf.be/publications/marking-the-way-towards-a-safer-future. J. Migletz, J. Graham, D. Harwood, K. Bauer, Service life of durable pavement markings, Transp. Res. Rec. 1749 (2001) 13–21, doi:http://dx.doi.org/ 10.3141/1749-03. D. Babic, A. Šcukanec, 9 D. Babic, M. Fiolic, Model for predicting road markings service life, Balt. J. Road Bridge Eng.14 (3) (2019) 341–359, doi:http://dx. doi.org/10.7250/bjrbe.2019-14.447. 周家蓓,曾翊瑄,董皓,宋品佑,邹佳琪。「標線反光和抗滑之雙性能配比與追蹤」。 第十五屆鋪面材料再生及再利用學術研討會暨第四屆永續與創新基礎建設國際研討會(2022) D. Burns, T. Hedblom, T. Miller, Modern pavement marking systems: relationship between optics and nighttime visibility, Transp. Res. Rec. 2056 (2007) 43–51, doi:http://dx.doi.org/10.3141/2056-06. T.E. Burghardt, A. Pashkevich, Materials selection for structured horizontal road markings: financial and environmental case studies, Eur. Transp. Res. Rev. 12 (2020) 11, doi:http://dx.doi.org/10.1186/s12544-020-0397-x. Vedam, K., & Stoudt, M. D. (1978). Retroreflection from spherical glass beads in highway pavement markings. 2: Diffuse reflection (a first approximation calculation). Applied Optics, 17(12), 1859–1869. https://doi. org/10.1364/AO.17.001859 Sitzabee, W. E., Hummer. J. E., Rasdorf, W., “Pavement Marking Degradation Modeling and Analysis,” Journal of Infrastructure Systems, Vol. 15, No. 3 2009. Ozelim, L., Turochy, R. E., “Modeling Retroreflectivity Performance of Thermoplastic Pavement Markings in Alabama,” Journal of Transportation Engineer, 2014. Malyuta, D. A., “Analysis of Factors Affecting Pavement Markings and Pavement Marking Retroreflectivity in Tennessee Highways,” A Thesis from University of Tennessee at Chattanooga for the Degree of Master of Science: Engineering, 2015. MacEacheron, C., “Deterioration of Pavement Marking Retroreflectivity in the Province of New Brunswick,” A Thesis from University of New Brunswick for the Degree of Master of Science: Engineering, 2016 | - |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/90490 | - |
dc.description.abstract | 標線於交通工程中扮演著指引車輛行進的角色,其中標線反光影響夜間標線之可視性,不僅在現況道路駕駛條件下舉足輕重,標線的能見度對採用機器視覺技術發展車輛自動化駕駛更是影響深遠。標線除考量反光表現,摩擦特性亦會對行人、摩托車和騎自行車者之安全息息相關,尤其是在潮濕的條件下。故如何在增進標線反光能力之同時,亦兼顧或甚至提升標線抗滑能力,為標線性能要求上不可忽視之重點。
本研究蒐集國內外標線反光和抗滑成效現況,進行雙性能標線之配比試驗,同時為求施工的穩定性,有別於國內常見單盒自由落體式標線車,採用滾軸式外撒標線車,同時外撒盒從單一改為前後雙盒,材料選用包含單撒玻璃珠、單撒抗滑骨材、玻璃珠與抗滑之混合料。研究採取玻璃珠與粒徑大小相近抗滑料材料以1:1充分混合之甲料,並採單一外撒盒310克/米平方施作,及玻璃珠置於前撒盒215克、粒徑大小相近抗滑料置於後撒盒210克的乙料,同時將市售II型高抗滑材料(驗收BPN標準65)納為對照組。在3個月台北市市區道路性能追蹤皆表現突出。甲料第3個月維持反光性能最高等級R5,乙料於R3~R5等級,不僅符合大多文獻建議R3,且遠高於對照組尚未達R1最低門檻的情況。抗滑方面,第3個月甲料58BPN、乙料65BPN,抗滑能力不遜於我國高抗滑II型標線63BPN之表現,且在大多文獻建議45 BPN之上,顯示本研究提出的兩項配比皆達到雙性能功效,應為合適。巨觀上配比實驗找出適當材料組合,為細部了解影響反光因素,研究透過影像辨識分析影像上標線表面玻璃珠,獲知施工當日玻璃珠沉降率界於60% ~75%,且小粒徑玻璃珠嵌入標線深度越深。研究最後建立反光回歸模型,發現檢測前7天累計降雨量(mm)、交通量(採用小客車當量PCU)、影像辨識顆數對於反光有較顯著性影響。 | zh_TW |
dc.description.abstract | Road markings play a crucial role in guiding vehicle movement in traffic engineering. The retroreflectivity of road markings affect their visibility at night, and it is not only important for driving under current road conditions but also significantly impacts the development of vehicle automation using machine vision technology. Apart from considering reflective performance, the friction characteristics of road markings are closely related to the safety of pedestrians, motorcyclists, and cyclists, especially in wet conditions. Therefore, enhancing the reflective capability of road markings while also considering and possibly improving their skid resistance becomes a crucial point in the requirements for road marking performance.
This study collected data on the current status of road marking retroreflectivity and skid resistance from domestic and international sources. Under the satisfied level of both statuses, this research conducted experiments to determine the optimal porpotion for dual-performance road markings. To ensure stability in construction every time, a different approach was taken compared to the common practice of thermolplastic road marking machine with single free-fall glass beads dispenser in Taiwan. Instead, a roller-type spreading dispenser is employed, and the road marking machine is equipped with two of them. The spreading designs of using material include glass beads, anti-skid aggregates, and a mixture of glass beads and anti-skid aggregates. For the study, a mixture of glass beads and anti-skid aggregates with similar particle sizes in a 1:1 ratio was prepared. Material "A" was applied using a single dispensing box at a rate of 310 grams per square meter. Material "B" included glass beads in the front dispensing box (215 grams) and anti-skid aggregates with similar particle sizes in the rear dispensing box (210 grams). Commercially available Type II high-friction materials (meeting the BPN standard of 65) were used as the control group. Performance tracking on urban roads in Taipei City over a three-month period yielded remarkable results. After three months, Material "A" maintained the highest retroreflectivity performance at Grade R5, while Material "B" achieved Grades R3 to R5. Not only did this meet the recommendation of R3 in most literature, but it also surpassed the control group's performance that had not even reached the minimum threshold of R1. In terms of skid resistance, Material "A" achieved 58 BPN, and Material "B" achieved 65 BPN after three months. This skid resistance performance was on par with the 63 BPN of the Type II high-friction road markings in Taiwan. "A" and "B" exceed the recommended threshold of 45 BPN in most literature, demonstrating that both proportions in this study effectively achieved dual-performance. On a macro level, the proportion experiments identified suitable material combinations. For a more detailed understanding of the factors affecting retroreflectivity, the study applied image recognition to determine the settling rate of glass beads on the surface of the road markings on the day of construction, revealing a settling rate between 60% and 75%. Furthermore, it was observed that smaller-sized glass beads tend to embed more deeply into the road markings. Finally, the study established a retroreflectivity regression model and found that the cumulative rainfall in the preceding 7 days (mm), traffic volume using passenger car unit (PCU), and the number of identified particles in images significantly influenced the retroreflectivity performance. | en |
dc.description.provenance | Submitted by admin ntu (admin@lib.ntu.edu.tw) on 2023-10-03T16:19:15Z No. of bitstreams: 0 | en |
dc.description.provenance | Made available in DSpace on 2023-10-03T16:19:15Z (GMT). No. of bitstreams: 0 | en |
dc.description.tableofcontents | 誌謝 ii
中文摘要 iii 英文摘要 iv 目錄 vi 圖目錄 viii 表目錄 xi 第一章 緒論 - 1 - 1.1 研究緣起與目的 - 1 - 1.2 研究內容與方法 - 3 - 1.3 研究流程 - 4 - 第二章 文獻回顧 - 5 - 2.1 標線反光性能指標 - 5 - 2.1.1反光的類型 - 5 - 2.1.2標線反光性能指標與相關光學術語 - 6 - 2.2標線反光性能規範與相關研究 - 8 - 2.2.1國外標線反光性能規範與實際執行狀況 - 8 - 2.2.2 影響反光能力因素 - 13 - 2.2.3我國標線反光成效之檢測方法規範 - 17 - 2.3 標線抗滑性能規範與相關研究 - 19 - 2.3.1國內外標線抗滑值規範整理 - 19 - 2.3.2標線抗滑值實驗回顧 - 21 - 第三章、研究方法 - 22 - 3.1 研究使用設備 - 22 - 3.1.1 反光儀介紹 - 22 - 3.1.2 抗滑儀介紹 - 23 - 3.1.3標線車外撒盒調整 - 24 - 3.2 配比材料之選用 - 25 - 3.3 校區配比實驗 - 27 - 3.3.1水源校區配比試驗及三個月現地追蹤 - 27 - 3.3.2校總區森林系館配比試驗及三個月現地追蹤 - 32 - 3.3.3 台大竹北校區重現性配比試驗及追蹤成果 - 37 - 第四章、市區道路現地實驗與數據分析 - 42 - 4.1 台北市紹興南街 - 42 - 4.1.1 材料選用 - 42 - 4.1.2 各材料繪設位置 - 44 - 4.1.3 三個月現地標線性能追蹤 - 46 - 4.2 玻璃珠影像分析 - 50 - 4.2.1 影像分析之方法 - 50 - 4.2.2 施工當日玻璃珠之影像辨識 - 55 - 4.2.3 隨交通量影響,標線表面玻璃珠裸露變化 - 63 - 4.2.4 反光性能之相關性分析 - 66 - 第五章 結論與建議 - 72 - 5.1 結論 - 72 - 5.2 建議 - 74 - | - |
dc.language.iso | zh_TW | - |
dc.title | 雙效標線材料配比分析與實務應用探討 | zh_TW |
dc.title | Analysis and Practical Application of Proportioning Dual-Effect Road Marking Material | en |
dc.type | Thesis | - |
dc.date.schoolyear | 111-2 | - |
dc.description.degree | 碩士 | - |
dc.contributor.oralexamcommittee | 陳彥向;陳建旭 | zh_TW |
dc.contributor.oralexamcommittee | Yen-Hsiang Chen;Jian-Shiuh Chen | en |
dc.subject.keyword | 熱處理聚酯,英式擺錘數BPN,回歸反射輝度係數 RL,影像辨識,反光性能模型, | zh_TW |
dc.subject.keyword | Dual-Effect thermoplastic Road Marking, British Pendulum Number (BPN),British Pendulum Number (BPN),Coefficient of Retroreflected Luminance (RL),Image recognition,Retroreflectivity performance model, | en |
dc.relation.page | 82 | - |
dc.identifier.doi | 10.6342/NTU202303747 | - |
dc.rights.note | 同意授權(限校園內公開) | - |
dc.date.accepted | 2023-08-13 | - |
dc.contributor.author-college | 工學院 | - |
dc.contributor.author-dept | 土木工程學系 | - |
顯示於系所單位: | 土木工程學系 |
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ntu-111-2.pdf 授權僅限NTU校內IP使用(校園外請利用VPN校外連線服務) | 2.97 MB | Adobe PDF | 檢視/開啟 |
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