长吉高速公路旧沥青路面冷再生应用技术研究
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摘要
本论文主要是研究长吉高速公路旧沥青路面材料的冷再生应用技术研究,用以缓解日益紧张、短缺的筑路材料的问题,降低公路工程的工程造价,降低废料堆放对环境造成的污染。
论文研究的主要线路是通过对旧沥青路面材料的分析,选择确定掺配其他材料的种类、数量,使其成为符合公路《路面基层结构规范》的要求,通过对旧沥青路面材料分析的基础上,使其能在更大范围内得以推广和应用。同时根据长春至吉林高速公路养护工程上进行了项目应用试验,并通过实际施工使用形成符合施工生产的实际的配合比和施工工艺指导书。通过对旧沥青路面材料和二灰碎石路面结构在工程造价上进行了技术经济比较分析,能够很大幅度的降低工程造价,并能产生较大的社会效益和环境效益。
论文研究中进行了大量的试验、检测,通过大量的试验数据进行分析、论证,得出了切实可行的结论。
With asphalt concrete pavement surface, no seams, short construction period and easy maintenance but also to the various levels of the road. However, asphalt concrete pavement in the vehicle load, temperature and rainfall and other factors, it will susceptible to be damaged. Used to a certain number of years, it will have a network split, subsidence, rutting, and other diseases over packet. Therefore, we converted the maintenance of roads and highways, it is often the old asphalt pavement removed and then re-used a layer of new asphalt concrete surface. In the demolition of the old road at the same time, it is necessary to have a large amount of waste asphalt concrete, the traditional approach is to the outskirts of the main open-air dumps or landfills. This is not only a large number of land occupiers, but also caused serious environmental pollution, resources become increasingly scarce in today, is also a great waste of resources. How reasonable disposal and waste recycling roads, to enhance environmental protection, sustainable development strategies is an important part of solving this problem is bound to bring great social and economic benefits.
In this paper, research combining the Office of Jilin Provincial Department of Education approved the subject "of the old Cold Recycling of Asphalt Pavement applied technology research.", In this paper is to examine the purpose of the study Chang-Ji Expressway old cold asphalt pavement materials, the application of renewable technologies, through the old highway Changji cold asphalt pavement material the use of renewable sources of research, in order to reduce the cost of highway projects , the old asphalt pavement to reduce waste pollution on the environment, to solve the problem of shortage of construction materials. The main thesis of the old route through the analysis of bituminous material, mixed with other materials, making it consistent with the specifications of highway engineering infrastructure road construction materials. In this paper, the old asphalt material to use to carry out cold regeneration, the old asphalt pavement to improve the utilization of materials, to explore the use of additive type and quantity of materials so that the old asphalt material can be in the wider promotion and use. Issues to Jilin to Changchun highway in accordance with the conservation of the application of the pilot project was carried out through the indoor and outdoor experiments, testing a large number of test data derived through the analysis, the final form in line with the actual construction of the production design and technology than with the guidance of the book.
The main conclusions are as follows:
1.To determine the structure of the old asphalt pavement materials with the ratio of lime: fly ash: waste = 8:24:68 construction as recommended mixing ratio (in response to the practical application of an analysis of the old material to determine the appropriate mix).
2. In this paper, based on road construction and structural design requirements for the construction of the pilot, the road structure has good strength and stability. Song Shop coefficient of 1.2 ~ 1.25
3. To determine the course of the construction method of blending.Feasible.
In this paper, through the old road Changji cold asphalt pavement material the use of renewable sources of research material to build roads to ease the current tense situation, reducing the cost of highway projects through the long road of old asphalt pavement Kyrgyzstan cold renewable materials the use of research, a reduction of waste piled up space on the surrounding environment caused by pollution, the environmental governance of our country played a role in promoting good and has broad application prospects.
论文研究的主要线路是通过对旧沥青路面材料的分析,选择确定掺配其他材料的种类、数量,使其成为符合公路《路面基层结构规范》的要求,通过对旧沥青路面材料分析的基础上,使其能在更大范围内得以推广和应用。同时根据长春至吉林高速公路养护工程上进行了项目应用试验,并通过实际施工使用形成符合施工生产的实际的配合比和施工工艺指导书。通过对旧沥青路面材料和二灰碎石路面结构在工程造价上进行了技术经济比较分析,能够很大幅度的降低工程造价,并能产生较大的社会效益和环境效益。
论文研究中进行了大量的试验、检测,通过大量的试验数据进行分析、论证,得出了切实可行的结论。
With asphalt concrete pavement surface, no seams, short construction period and easy maintenance but also to the various levels of the road. However, asphalt concrete pavement in the vehicle load, temperature and rainfall and other factors, it will susceptible to be damaged. Used to a certain number of years, it will have a network split, subsidence, rutting, and other diseases over packet. Therefore, we converted the maintenance of roads and highways, it is often the old asphalt pavement removed and then re-used a layer of new asphalt concrete surface. In the demolition of the old road at the same time, it is necessary to have a large amount of waste asphalt concrete, the traditional approach is to the outskirts of the main open-air dumps or landfills. This is not only a large number of land occupiers, but also caused serious environmental pollution, resources become increasingly scarce in today, is also a great waste of resources. How reasonable disposal and waste recycling roads, to enhance environmental protection, sustainable development strategies is an important part of solving this problem is bound to bring great social and economic benefits.
In this paper, research combining the Office of Jilin Provincial Department of Education approved the subject "of the old Cold Recycling of Asphalt Pavement applied technology research.", In this paper is to examine the purpose of the study Chang-Ji Expressway old cold asphalt pavement materials, the application of renewable technologies, through the old highway Changji cold asphalt pavement material the use of renewable sources of research, in order to reduce the cost of highway projects , the old asphalt pavement to reduce waste pollution on the environment, to solve the problem of shortage of construction materials. The main thesis of the old route through the analysis of bituminous material, mixed with other materials, making it consistent with the specifications of highway engineering infrastructure road construction materials. In this paper, the old asphalt material to use to carry out cold regeneration, the old asphalt pavement to improve the utilization of materials, to explore the use of additive type and quantity of materials so that the old asphalt material can be in the wider promotion and use. Issues to Jilin to Changchun highway in accordance with the conservation of the application of the pilot project was carried out through the indoor and outdoor experiments, testing a large number of test data derived through the analysis, the final form in line with the actual construction of the production design and technology than with the guidance of the book.
The main conclusions are as follows:
1.To determine the structure of the old asphalt pavement materials with the ratio of lime: fly ash: waste = 8:24:68 construction as recommended mixing ratio (in response to the practical application of an analysis of the old material to determine the appropriate mix).
2. In this paper, based on road construction and structural design requirements for the construction of the pilot, the road structure has good strength and stability. Song Shop coefficient of 1.2 ~ 1.25
3. To determine the course of the construction method of blending.Feasible.
In this paper, through the old road Changji cold asphalt pavement material the use of renewable sources of research material to build roads to ease the current tense situation, reducing the cost of highway projects through the long road of old asphalt pavement Kyrgyzstan cold renewable materials the use of research, a reduction of waste piled up space on the surrounding environment caused by pollution, the environmental governance of our country played a role in promoting good and has broad application prospects.
引文
[1]吕伟民、严家伋.沥青路面再生技术[M].北京:人民交通出版社,1989.
[2]赵文光.国外道路就地冷再生机械[J].筑路机械与施式机械化,1999.
[3] Wood.L.E,White.T.D,Nelson.T.B. Current Practice of Cold In-Place Recycling of Asphalt Pavement. Transportation Research Board,Washington D.C,1998.
[4] Castedo.H,Wood.L.E. Materials Characterization of Cold Asphalt Recycling of Rural and Urban Low-volume Roads. Transportation Research Board,Washington D.C 1987.
[5] H.R.Soleymani,Rebecc Mc.Daniel.Investigation of the Black Rock Issue for Recycled Asphalt Mixtures.Journal of the Association of Asphalt PavingTechnologists ,2000:366-386
[6] J.A.Epps. Guidelines for Recycling Asphalt Pavement.Journal of the Association of Asphalt Paving Technologists,1980:139-154
[7]郭忠印,李立寒.沥青路面施工与养护技术(第一版)[M].北京:人民交通出版社,2003.11,293-314.
[8] Ronald l.Terrel .Hot In-place Recycling OF Asphalt Pavement (Experence in AN UrbanSetting Using New Technology)[J].9-12 November 1997.
[9]Stephen Q.S.Lee,P.Eng,M.Eng.Advanced HOT In-Place Recycling For Cost EffectiveMainteance Of Asphalt Pavement[J].12-13 November 1999.
[10]Jim Sorensor,Thpmas Siddon,P.Eng.Advanced urable,Cost-EffectiveaAlternative For Roadway Surface Maintenance[J].21-23 August 2000
[11]沙庆林.高速公路沥青路面早期破坏现象及预防[J].北京:人民交通出版社,2001.
[12]钟江,能宝恒.就地冷再生技术在中国的应用[J].筑路机械与施工机械化,2000.3.
[13]吕伟民、葛荣滦.冷法再生沥青路面结构与工艺的研究[J].华东公路,1994.
[14]沙庆林.高等级公路半刚性基层沥青路面[M].北京:人民交通出版社,1997.
[15]召伟民.冷却再生沥青路面结构与土及的压实[J].华东公路,1994(5).
[16]张全勤.旧沥青路面再生利用[J].公路,1993(l).
[17]陈福印.沥青硅旧路沥青冷再生基层课题研究[J].天津公路,2000(2).
[18]缪国新.二灰土再利用技术[J].公路交通科技,2000(2).
[19]马月珍.沥青路面冷再生技术在公路建设中的应用综述[J].山西交通科技,2006.
[20]郑彦军.冷再生技术的研究及应用[D].河北工业大学硕士学位论文,2002.
[21]张美珍.公路工程试验与检测[M].北京:人民交通出版社,2003.
[22]胡长顺.高等级公路路基路面施工技术[M].北京:人民交通出版社,2001.
[23]中华人民共和国交通部.公路工程技术标准JTG B01—2003[S].北京:人民交通出版社,2003.
[24]中华人民共和国交通部.公路工程沥青及沥青混合料试验规程(JTJ 052—2000)[S]北京:人民交通出版社,2000.
[25]盛连安.路基路面检测技术[M].北京:人民交通出版社,1996.
[26]沙庆林.公路压实与压实标准[M].北京:人民交通出版社,2000.
[27]郝合瑞.旧沥青路面材料冷再生技术研究[D].长安大学工学硕士学位论文.2004.
[28]美国沥青再生协会编著.美国沥青再生指南[M].北京:人民交通出版社,2006.
[29]魏景春.旧沥青路面冷再生材料在公路建设中的应用探讨[J].建筑与工程,2008.
[30]张宝祥.旧沥青路面冷再生机械施工及成本评价[J].筑路机械与施工机械化,2003.
[31]王晓伟、张元庆、裴长海、田文波.旧沥青路面冷再生技术在施工中的应用[J].北方交通,2008.
[32]张凤春、杨雷.旧沥青路面冷再生试验及结果分析[J].吉林建筑工程学院学报,2007.
[33]张海风,浅谈旧沥青路面冷再生技术在公路中的应用[J].山西建筑,2007.
[34]中华人民共和国交通部.《公路沥青路面施工技术规范》(JTG F40- 2004)[S].北京:人民交通出版社,2001.
[35]赵文光.国外道路就地冷再生工艺[J].筑路机械与施工机械化,1997(4):29-311.
[36]马连红,马希科,白金贵,张宏冰.浅谈道路基层就地冷再生技术[J].东北公路,2002 (4):28-291.
[37]宋长柏,王丽,陈朝霞.冷再生混合料的室内试验研究[J].内蒙古公路与运输,2001 (增刊):42-431.
[38]郝增民.沥青路面就地冷再生基层施工工艺与质量控制[J].山西建筑,2004,30 (16):1972.
[39]朱国娟.基层冷再生技术在公路养护大修中的应用[J].山西建筑,2006,32(3).
[40]杨修志,张胜,唐相伟,张传礼.旧路面材料冷拌再生基层施工工艺与质量控制[J].公路,2004(2):137～138.
[2]赵文光.国外道路就地冷再生机械[J].筑路机械与施式机械化,1999.
[3] Wood.L.E,White.T.D,Nelson.T.B. Current Practice of Cold In-Place Recycling of Asphalt Pavement. Transportation Research Board,Washington D.C,1998.
[4] Castedo.H,Wood.L.E. Materials Characterization of Cold Asphalt Recycling of Rural and Urban Low-volume Roads. Transportation Research Board,Washington D.C 1987.
[5] H.R.Soleymani,Rebecc Mc.Daniel.Investigation of the Black Rock Issue for Recycled Asphalt Mixtures.Journal of the Association of Asphalt PavingTechnologists ,2000:366-386
[6] J.A.Epps. Guidelines for Recycling Asphalt Pavement.Journal of the Association of Asphalt Paving Technologists,1980:139-154
[7]郭忠印,李立寒.沥青路面施工与养护技术(第一版)[M].北京:人民交通出版社,2003.11,293-314.
[8] Ronald l.Terrel .Hot In-place Recycling OF Asphalt Pavement (Experence in AN UrbanSetting Using New Technology)[J].9-12 November 1997.
[9]Stephen Q.S.Lee,P.Eng,M.Eng.Advanced HOT In-Place Recycling For Cost EffectiveMainteance Of Asphalt Pavement[J].12-13 November 1999.
[10]Jim Sorensor,Thpmas Siddon,P.Eng.Advanced urable,Cost-EffectiveaAlternative For Roadway Surface Maintenance[J].21-23 August 2000
[11]沙庆林.高速公路沥青路面早期破坏现象及预防[J].北京:人民交通出版社,2001.
[12]钟江,能宝恒.就地冷再生技术在中国的应用[J].筑路机械与施工机械化,2000.3.
[13]吕伟民、葛荣滦.冷法再生沥青路面结构与工艺的研究[J].华东公路,1994.
[14]沙庆林.高等级公路半刚性基层沥青路面[M].北京:人民交通出版社,1997.
[15]召伟民.冷却再生沥青路面结构与土及的压实[J].华东公路,1994(5).
[16]张全勤.旧沥青路面再生利用[J].公路,1993(l).
[17]陈福印.沥青硅旧路沥青冷再生基层课题研究[J].天津公路,2000(2).
[18]缪国新.二灰土再利用技术[J].公路交通科技,2000(2).
[19]马月珍.沥青路面冷再生技术在公路建设中的应用综述[J].山西交通科技,2006.
[20]郑彦军.冷再生技术的研究及应用[D].河北工业大学硕士学位论文,2002.
[21]张美珍.公路工程试验与检测[M].北京:人民交通出版社,2003.
[22]胡长顺.高等级公路路基路面施工技术[M].北京:人民交通出版社,2001.
[23]中华人民共和国交通部.公路工程技术标准JTG B01—2003[S].北京:人民交通出版社,2003.
[24]中华人民共和国交通部.公路工程沥青及沥青混合料试验规程(JTJ 052—2000)[S]北京:人民交通出版社,2000.
[25]盛连安.路基路面检测技术[M].北京:人民交通出版社,1996.
[26]沙庆林.公路压实与压实标准[M].北京:人民交通出版社,2000.
[27]郝合瑞.旧沥青路面材料冷再生技术研究[D].长安大学工学硕士学位论文.2004.
[28]美国沥青再生协会编著.美国沥青再生指南[M].北京:人民交通出版社,2006.
[29]魏景春.旧沥青路面冷再生材料在公路建设中的应用探讨[J].建筑与工程,2008.
[30]张宝祥.旧沥青路面冷再生机械施工及成本评价[J].筑路机械与施工机械化,2003.
[31]王晓伟、张元庆、裴长海、田文波.旧沥青路面冷再生技术在施工中的应用[J].北方交通,2008.
[32]张凤春、杨雷.旧沥青路面冷再生试验及结果分析[J].吉林建筑工程学院学报,2007.
[33]张海风,浅谈旧沥青路面冷再生技术在公路中的应用[J].山西建筑,2007.
[34]中华人民共和国交通部.《公路沥青路面施工技术规范》(JTG F40- 2004)[S].北京:人民交通出版社,2001.
[35]赵文光.国外道路就地冷再生工艺[J].筑路机械与施工机械化,1997(4):29-311.
[36]马连红,马希科,白金贵,张宏冰.浅谈道路基层就地冷再生技术[J].东北公路,2002 (4):28-291.
[37]宋长柏,王丽,陈朝霞.冷再生混合料的室内试验研究[J].内蒙古公路与运输,2001 (增刊):42-431.
[38]郝增民.沥青路面就地冷再生基层施工工艺与质量控制[J].山西建筑,2004,30 (16):1972.
[39]朱国娟.基层冷再生技术在公路养护大修中的应用[J].山西建筑,2006,32(3).
[40]杨修志,张胜,唐相伟,张传礼.旧路面材料冷拌再生基层施工工艺与质量控制[J].公路,2004(2):137～138.