超薄磨耗层（NovaChip）在京珠北高速公路预防性养护中的应用
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摘要
路面预防性养护是一种采取适当的养护措施对路面进行保护的方案策略,用来防止微小病害进一步扩大,减缓路面使用性能恶化速度,减少日常养护和修复需要,保持路面性能处于良好的状态,保证行驶质量,延长道路使用寿命。其关键技术是根据路面性能衰减状况,确定实施预防性养护的最佳时机,选择合适的预防性养护措施及方案。
超薄磨耗层技术(NovaChip~(?))是一种新型的路面解决方案。是专门针对交通负载大、路面性能要求高的高等级路面提出的,主要应用于高等级沥青或水泥混凝土路面的预防性养护和处理,也可以作为新建道路的表面磨耗层。
本文结合在京珠北高速公路的具体应用,主要就超薄粘结磨耗层方案实施前的路况调查、原材料技术要求及选择、配合比设计、原路面病害及处置措施、施工机械技术要求及选择、施工工艺、施工关键技术控制等方面进行了分析研究,通过对京珠北高速公路应用实例的分析总结,得出几点结论,在使用超薄磨耗层NovaChip~(?)养护措施以前必须对功能性病害进行彻底处理;NovaChip~(?)是一种预防性养护措施,可较好改善路面功能,无法纠正结构性病害;铺筑NovaChip~(?)后,可显著改善路面抗滑性能,并且封堵地表水,对原路面起到良好的保护作用;NovaChip~(?)施工应由专用机械、专业施工队伍实施。为周边地区乃至全国高速公路的预防性养护提供了丰富的实践经验,具有一定的技术指导和借鉴作用。
Pavement preventive maintenance(PPM) is a program strategy adopting the right treatment for pavement preservation, intended to arrest light pavement failures, delay pavement performance deterioration, and reduce the need for routine maintenance and rehabilitation. It maintains the pavement in good condition in order to ensure good pavement ride quality and prolong pavement life. The key of pavement preventive maintenance technique is to choose the optimal timing and the right treatment for pavement based on its condition.
NovaChip~(?) is a new type project of pavement maintenance. It was put forward for great traffic loading and high pavement performance of high type pavement. It was mainly used for preventive maintenance and treatment of high type asphalt and concrete pavement, at the same time, it also was used for surface wear layer.
The paper combinates of a specific applications in Jingzhu highway, it’s analyzed mainly on the survey of traffic prior to the implementation of NovaChip~(?) program, technical requirements and the selection of raw materials, design of mixture ratio, Investigating the disease and disposal in original road, the technical requirements and selection on construction machinery, construction craft and the key technologies,ect. It provided a wealth of practical experienced technical advice and technical guidance for the surrounding region as well as preventive conservation of the national highway by the application of Jingzhu highway.
超薄磨耗层技术(NovaChip~(?))是一种新型的路面解决方案。是专门针对交通负载大、路面性能要求高的高等级路面提出的,主要应用于高等级沥青或水泥混凝土路面的预防性养护和处理,也可以作为新建道路的表面磨耗层。
本文结合在京珠北高速公路的具体应用,主要就超薄粘结磨耗层方案实施前的路况调查、原材料技术要求及选择、配合比设计、原路面病害及处置措施、施工机械技术要求及选择、施工工艺、施工关键技术控制等方面进行了分析研究,通过对京珠北高速公路应用实例的分析总结,得出几点结论,在使用超薄磨耗层NovaChip~(?)养护措施以前必须对功能性病害进行彻底处理;NovaChip~(?)是一种预防性养护措施,可较好改善路面功能,无法纠正结构性病害;铺筑NovaChip~(?)后,可显著改善路面抗滑性能,并且封堵地表水,对原路面起到良好的保护作用;NovaChip~(?)施工应由专用机械、专业施工队伍实施。为周边地区乃至全国高速公路的预防性养护提供了丰富的实践经验,具有一定的技术指导和借鉴作用。
Pavement preventive maintenance(PPM) is a program strategy adopting the right treatment for pavement preservation, intended to arrest light pavement failures, delay pavement performance deterioration, and reduce the need for routine maintenance and rehabilitation. It maintains the pavement in good condition in order to ensure good pavement ride quality and prolong pavement life. The key of pavement preventive maintenance technique is to choose the optimal timing and the right treatment for pavement based on its condition.
NovaChip~(?) is a new type project of pavement maintenance. It was put forward for great traffic loading and high pavement performance of high type pavement. It was mainly used for preventive maintenance and treatment of high type asphalt and concrete pavement, at the same time, it also was used for surface wear layer.
The paper combinates of a specific applications in Jingzhu highway, it’s analyzed mainly on the survey of traffic prior to the implementation of NovaChip~(?) program, technical requirements and the selection of raw materials, design of mixture ratio, Investigating the disease and disposal in original road, the technical requirements and selection on construction machinery, construction craft and the key technologies,ect. It provided a wealth of practical experienced technical advice and technical guidance for the surrounding region as well as preventive conservation of the national highway by the application of Jingzhu highway.
引文
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[2] Deborah A. Carroll1, Rita Cheng, Robert J. Eger III etc. Capital Preventive Maintenance (Transportation Pooled Fund 5(036))[R]. Madison. USA: Midwest Regional University Transportation Center College of Engineering, 2004.2
[3]苏卫国,张肖宁,王端宜.道路预防性养护的概念、应用及发展[J].广东公路交通, 2005年增刊: 1-9
[4] Federal Highway Administration. Pavement Preservation: A Road Map for the Future (FHWA-SA-99-015)[R]. Washington, DC: U.S. Department of Transportation, 1999
[5] Foundation for Pavement Preservation(FP2). Pavement Preventive Maintenance Guidelines[R]. Falls Church, VA: Foundation for Pavement Preservation, 2001.3
[6]朱建东,陈小琪等.公路沥青混凝土路面预防性养护对策选择的研究[J].上海建设科学, 2006(2): 12-14
[7] Timely Preventive Maintenance For Municipal Roads-Best Practice[DB/OL]. http://www. Infraguide.ec.ca/docs/TimelyPreventiveMaintenanceforMunicinalRoads.pdf, 2003.6
[8] Shakir Shatnawi, Rob Marsh, R. Gary Hicks, Haiping Zhou. Pavement Preservation Strategy Selection in California[A]. Maintenance Management 2006[C]: Part2 Pavement Preservation, 2006.7
[9] R. Gary Hicks, Stephen B. Seeds, David G. Peshkin. Selecting a Preventive Maintenance Treatment for Flexible Pavements[R]. Foundation for Pavement Preservation, 2000.6
[10] D. G Peshkin, T. E Hoerner, K. A Zimmerman. Optimal Timing of Pavement Preventive Maintenance Treatment Applications[R]. Nationl Cooperative Highway Research Program, NCHRP Report523, 2004
[11]卫金珍.柔性路面养护知识专家决策系统[J].江苏交通科技, 2000(1)
[12]黄雅杭.宁夏沥青路面养护专家系统研究[D].沈阳:东北大学硕士学位论文, 2003
[13] Tommy L. Beatty, Dennis C. Jackson, Dan A. Dawood, et al. Pavement Preservation Technology in France, South Africa, and Australia (FHWA- PL-03-001)[R], 2002
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[15]周伟,颜英秋.公路养护管理系统的决策方法研究[J].中国公路学报, 1999(7)
[16]喻翔.高速公路路面养护管理系统决策优化的研究[D].成都:西南交通大学博士学位论文, 2005.5
[17]上海市公路管理处.公路沥青混凝土路面预防性养护技术研究[EB/OL]. http://www.tech110.cn, 2006
[18]高镇都,凌建明等.公路沥青混凝土路面预防性养护对策研究[J].公路交通科技应用技术版, 2006(4)
[19]任勇.基于生命周期费用的沥青路面预防性养护时机研究[D].西安:长安大学硕士学位论文, 2006.4
[20]广东省高速公路有限公司,华南理工大学.沥青路面预防性养护与资产管理成套技术应用研究[R].广州:华南理工大学, 2007.8
[21] Federal Highway Administration. Insights into Pavement Preservation[R]. Washington USA: 2003.4
[22]孙祖望.沥青混凝土路面养护维修技术的发展与新材料、新工艺、新技术的应用[J].建设机械技术与管理, 2004(8): 8-12
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[24]交通部公路科学研究院.微表处和稀浆封层技术指南[S].北京:人民交通出版社,2006.1
[25]广州市市政工程维修处,华南理工大学.广州市城市道路路面预防性养护成套技术研究[R].广州:华南理工大学, 2007.12
[26] Carswell Jim. The Design and Performance of Thin Surfacing Layer[A]. 12th International Flexible Pavements Conference[C]. Melbourne Australia, 2003.10
[27] Judith B. Corley-Lay, Jeffery Neil Mastin. Ultrathin Bonded Wearing Course as Pavement Preservation Treatment for Jointed Concrete Pavements[A]. Transportation Research Board of the National Academies[C], 2007.12
[28] JTG H20-2007.公路技术状况评定标准[S].北京:人民交通出版社, 2008.1
[29] JTJ 073.2-2001.公路沥青路面养护技术规范[S].北京:人民交通出版社, 2001
[30] George K P, Rajagopal A S and Lima L K. Models for Predicting Pavement Deterioration [A]. Transportation research record 1215[C]
[31]刘伯莹、姚祖康.沥青路面使用性能预测[J].中国公路学报, 1991(2)
[32]潘玉利,路面管理系统原理[M],北京:人民交通出版社, 1998: 137
[33]李志刚.高速公路沥青路面养护决策及实施技术研究[D].南京:东南大学博士学位论文, 2001.10
[34]李家绪.浅析国内外路面结构性能预测模型[J].交通科技, 2005(2): 49-51
[35] Wang K C P, Zaniewski J and Way G. Probabilistic Behavior of Pavements[J], Journal of Transportation Engineering American Society of Civil Engineers, 1994, 120(3): 130~135
[36]刘克.实用马尔可夫决策过程[M].北京:清华大学出版社, 2004.11
[37]张海英.高速公路沥青路面路况评价与养护决策的研究[D].南京航空航天大学硕士学位论文, 2006.1
[38] James S. Moulthrop. Pavement Preservation Report and Manual for the Huihe Freeway Project Guangdong Province[R]. Fugro Consultants, Inc. 2007.3
[39] JTJ 051-93.公路土工试验规程[S].北京:人民交通出版社, 1993.12
[40]董瑞琨,孙立军,彭勇.路面预防性养护时机确定方法探讨[J].中国安全科学学报, 2004(3): 31-35
[41] Chatti Karim, Lee Doseung. Development of a preventive maintenance strategy for minimizing roughness-related pavement damage[J]. Transportation Research Record, Issue: 2001,1769: 39~45
[42]任奕,谈至明,柳正华.沥青混凝土路面预防性养护效益计算及参数[J].公路, 2006(11): 183-186
[43]郭军华.数据挖掘中聚类分析的研究[D].武汉理工大学硕士学位论文, 2003.12
[44]文环明,肖慈,甄兆聪等.动态聚类分析在储层分中的应用[J].物探化探计算技术, 2002, 24(4)
[45]周东华.数据挖掘中聚类分析的研究与应用[D].天津大学硕士学位论文, 2006.8
[46]毛国君,段立娟等.数据挖掘原理与算法[M].北京:清华大学出版社, 2005.7
[47]《沥青路面施工机械与机械化施工》,中国公路学会筑路机械学会,北京:人民交通出版社
[48] Pavement Preventive Maintenance Program Guidelines [R].Ohio:The office of pavement Engineering,Ohio Department of Transpotation,2001(3)
[49] Pavement Preservation Research Problem Statements,Federal Highway Adminnistrationand Foundation for Pavement Preservation, Research Problem Statement Workshop Sacramento,Califorlia,2001
[50] AASHTO. AASHTO Guide for design of pavement structure.Washington,D.C., AASHTO,1993
[51] Ann Johnson,P.E.,Asphalt Pavement Maintenance,MNDOT(Minnesota Technology Transfer(T2)Center),2000
[52] Pavement Management Guide-Executive Summary Report [R].Washington:American Association of State Highway and Transportation Officials,2001,(8)
[53] FHWA,Selecting a preventive maintenance treatment for flexible pavement ,FHWA Report No. FH-WA-IF-00-027,US Dot, Washington,D.C,2000
[54] International Slurry Surfacing Association.ISSA-A105 Recommended Performance Guidelines for emulsified asphalt slurry seal surfaces.1998
[55] International Slurry Surfacing Association.ISSA-A143 Recommended Performance Guidelines for Micro-Surfacing.2000
[56] [美]巴勃.格林公司,沥青施工手册,北京:人民交通出版社
[57] JTJ 073—96《公路养护技术规范》[S],北京:人民交通出版社,2001年
[58] JTJ 073.2--2001《公路沥青路面养护技术规范》,中华人民共和国交通部行业标准
[59] GB 50092-96《沥青路面施工及验收规范》[S],北京:中国计划出版社,1996年
[60] JTG D50-2006《公路沥青路面设计规范》,中华人民共和国交通部行业标准
[61]虎增福,《乳化沥青及稀浆封层技术》,北京:人民交通出版社,2001年
[62] JTG F80/1-2004《公路工程质量检验评定标准》(土建工程)[S],北京:中华人民共和国交通部行业标准
[63] JTJ 036-98《公路改性沥青路面施工技术规范》[S],中华人民共和国交通部行业标准,北京:人民交通出版社
[2] Deborah A. Carroll1, Rita Cheng, Robert J. Eger III etc. Capital Preventive Maintenance (Transportation Pooled Fund 5(036))[R]. Madison. USA: Midwest Regional University Transportation Center College of Engineering, 2004.2
[3]苏卫国,张肖宁,王端宜.道路预防性养护的概念、应用及发展[J].广东公路交通, 2005年增刊: 1-9
[4] Federal Highway Administration. Pavement Preservation: A Road Map for the Future (FHWA-SA-99-015)[R]. Washington, DC: U.S. Department of Transportation, 1999
[5] Foundation for Pavement Preservation(FP2). Pavement Preventive Maintenance Guidelines[R]. Falls Church, VA: Foundation for Pavement Preservation, 2001.3
[6]朱建东,陈小琪等.公路沥青混凝土路面预防性养护对策选择的研究[J].上海建设科学, 2006(2): 12-14
[7] Timely Preventive Maintenance For Municipal Roads-Best Practice[DB/OL]. http://www. Infraguide.ec.ca/docs/TimelyPreventiveMaintenanceforMunicinalRoads.pdf, 2003.6
[8] Shakir Shatnawi, Rob Marsh, R. Gary Hicks, Haiping Zhou. Pavement Preservation Strategy Selection in California[A]. Maintenance Management 2006[C]: Part2 Pavement Preservation, 2006.7
[9] R. Gary Hicks, Stephen B. Seeds, David G. Peshkin. Selecting a Preventive Maintenance Treatment for Flexible Pavements[R]. Foundation for Pavement Preservation, 2000.6
[10] D. G Peshkin, T. E Hoerner, K. A Zimmerman. Optimal Timing of Pavement Preventive Maintenance Treatment Applications[R]. Nationl Cooperative Highway Research Program, NCHRP Report523, 2004
[11]卫金珍.柔性路面养护知识专家决策系统[J].江苏交通科技, 2000(1)
[12]黄雅杭.宁夏沥青路面养护专家系统研究[D].沈阳:东北大学硕士学位论文, 2003
[13] Tommy L. Beatty, Dennis C. Jackson, Dan A. Dawood, et al. Pavement Preservation Technology in France, South Africa, and Australia (FHWA- PL-03-001)[R], 2002
[14]苏卫国.路面预防性养护模式及应用技术研究[D].广州:华南理工大学博士学位论文, 2007.4
[15]周伟,颜英秋.公路养护管理系统的决策方法研究[J].中国公路学报, 1999(7)
[16]喻翔.高速公路路面养护管理系统决策优化的研究[D].成都:西南交通大学博士学位论文, 2005.5
[17]上海市公路管理处.公路沥青混凝土路面预防性养护技术研究[EB/OL]. http://www.tech110.cn, 2006
[18]高镇都,凌建明等.公路沥青混凝土路面预防性养护对策研究[J].公路交通科技应用技术版, 2006(4)
[19]任勇.基于生命周期费用的沥青路面预防性养护时机研究[D].西安:长安大学硕士学位论文, 2006.4
[20]广东省高速公路有限公司,华南理工大学.沥青路面预防性养护与资产管理成套技术应用研究[R].广州:华南理工大学, 2007.8
[21] Federal Highway Administration. Insights into Pavement Preservation[R]. Washington USA: 2003.4
[22]孙祖望.沥青混凝土路面养护维修技术的发展与新材料、新工艺、新技术的应用[J].建设机械技术与管理, 2004(8): 8-12
[23] SZ-G-D01-2007.公路沥青路面预养护技术规程[S].上海:上海市市政工程管理局, 2007.2
[24]交通部公路科学研究院.微表处和稀浆封层技术指南[S].北京:人民交通出版社,2006.1
[25]广州市市政工程维修处,华南理工大学.广州市城市道路路面预防性养护成套技术研究[R].广州:华南理工大学, 2007.12
[26] Carswell Jim. The Design and Performance of Thin Surfacing Layer[A]. 12th International Flexible Pavements Conference[C]. Melbourne Australia, 2003.10
[27] Judith B. Corley-Lay, Jeffery Neil Mastin. Ultrathin Bonded Wearing Course as Pavement Preservation Treatment for Jointed Concrete Pavements[A]. Transportation Research Board of the National Academies[C], 2007.12
[28] JTG H20-2007.公路技术状况评定标准[S].北京:人民交通出版社, 2008.1
[29] JTJ 073.2-2001.公路沥青路面养护技术规范[S].北京:人民交通出版社, 2001
[30] George K P, Rajagopal A S and Lima L K. Models for Predicting Pavement Deterioration [A]. Transportation research record 1215[C]
[31]刘伯莹、姚祖康.沥青路面使用性能预测[J].中国公路学报, 1991(2)
[32]潘玉利,路面管理系统原理[M],北京:人民交通出版社, 1998: 137
[33]李志刚.高速公路沥青路面养护决策及实施技术研究[D].南京:东南大学博士学位论文, 2001.10
[34]李家绪.浅析国内外路面结构性能预测模型[J].交通科技, 2005(2): 49-51
[35] Wang K C P, Zaniewski J and Way G. Probabilistic Behavior of Pavements[J], Journal of Transportation Engineering American Society of Civil Engineers, 1994, 120(3): 130~135
[36]刘克.实用马尔可夫决策过程[M].北京:清华大学出版社, 2004.11
[37]张海英.高速公路沥青路面路况评价与养护决策的研究[D].南京航空航天大学硕士学位论文, 2006.1
[38] James S. Moulthrop. Pavement Preservation Report and Manual for the Huihe Freeway Project Guangdong Province[R]. Fugro Consultants, Inc. 2007.3
[39] JTJ 051-93.公路土工试验规程[S].北京:人民交通出版社, 1993.12
[40]董瑞琨,孙立军,彭勇.路面预防性养护时机确定方法探讨[J].中国安全科学学报, 2004(3): 31-35
[41] Chatti Karim, Lee Doseung. Development of a preventive maintenance strategy for minimizing roughness-related pavement damage[J]. Transportation Research Record, Issue: 2001,1769: 39~45
[42]任奕,谈至明,柳正华.沥青混凝土路面预防性养护效益计算及参数[J].公路, 2006(11): 183-186
[43]郭军华.数据挖掘中聚类分析的研究[D].武汉理工大学硕士学位论文, 2003.12
[44]文环明,肖慈,甄兆聪等.动态聚类分析在储层分中的应用[J].物探化探计算技术, 2002, 24(4)
[45]周东华.数据挖掘中聚类分析的研究与应用[D].天津大学硕士学位论文, 2006.8
[46]毛国君,段立娟等.数据挖掘原理与算法[M].北京:清华大学出版社, 2005.7
[47]《沥青路面施工机械与机械化施工》,中国公路学会筑路机械学会,北京:人民交通出版社
[48] Pavement Preventive Maintenance Program Guidelines [R].Ohio:The office of pavement Engineering,Ohio Department of Transpotation,2001(3)
[49] Pavement Preservation Research Problem Statements,Federal Highway Adminnistrationand Foundation for Pavement Preservation, Research Problem Statement Workshop Sacramento,Califorlia,2001
[50] AASHTO. AASHTO Guide for design of pavement structure.Washington,D.C., AASHTO,1993
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