青海地区酸性石料与沥青粘附性改善技术的研究
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摘要
沥青与集料粘附性直接影响沥青路面的使用质量和耐久性。
论文为了有效、合理的利用青海产酸性石料,使之成为能够满足抗水损害的高等级沥青路面表面层或磨耗层材料,从而达到就地取材、降低工程造价的目的,针对青海地区广泛分布的酸性石料与沥青的粘附性进行研究。研究了砂岩、花岗岩与掺加不同剂量抗剥落剂后的粘附性等级,并与石灰岩进行对比。确定了卡洛胺、PA-1型两种抗剥落剂为适用于青海地区改善酸性石料与沥青粘附性的抗剥落剂,并确定了抗剥落剂的合理掺量。本课题还进行了沥青混合料的组成设计及性能验证,结果表明,掺加优选出的抗剥落剂后,沥青混合料具有较好的抗水损害性能。
论文还对水泥替换部分矿粉后的沥青混合料水稳定性进行了研究,表明添加水泥后,可改善混合料的抗水损害能力,也能提高高温稳定性。
The adhesion of bitumen with stone aggregate directive influences the using of bituminous pavement quality and durability.
To be effective and rational to use acid produced of Qinghai stone, so as to meet the water-damage high-grade bitumen pavement surface layer or wear layer material, and thus reach the purposes of use local materials and reduce the cost of engineering, Papers studied on adhesion of bitumen with acid stone that the Qinghai region wide distribution. And studied the adhesion levels of sandstone、granite with added different anti-stripping, and compared with the limestone. Had determined the Carloe amine and the PA-1 are suitable anti-stripping for the Qinghai area improvement adhesion of acidic stone material with the bitumen. And had determined the quantity reasonably of anti-stripping mixes. This topic has also carried on the bituminous mixture composition design and the performance confirmation, The result indicated that, after mixes adds the optimal anti-stripping agent, the bituminous mixture has the good anti-water harm performance.
The paper has also conducted the research on bituminous mixture water stability that after the cement replace partial powdered, indicated the added cement, may improve the blend anti-water harm ability, also can enhance the high temperature stability.
论文为了有效、合理的利用青海产酸性石料,使之成为能够满足抗水损害的高等级沥青路面表面层或磨耗层材料,从而达到就地取材、降低工程造价的目的,针对青海地区广泛分布的酸性石料与沥青的粘附性进行研究。研究了砂岩、花岗岩与掺加不同剂量抗剥落剂后的粘附性等级,并与石灰岩进行对比。确定了卡洛胺、PA-1型两种抗剥落剂为适用于青海地区改善酸性石料与沥青粘附性的抗剥落剂,并确定了抗剥落剂的合理掺量。本课题还进行了沥青混合料的组成设计及性能验证,结果表明,掺加优选出的抗剥落剂后,沥青混合料具有较好的抗水损害性能。
论文还对水泥替换部分矿粉后的沥青混合料水稳定性进行了研究,表明添加水泥后,可改善混合料的抗水损害能力,也能提高高温稳定性。
The adhesion of bitumen with stone aggregate directive influences the using of bituminous pavement quality and durability.
To be effective and rational to use acid produced of Qinghai stone, so as to meet the water-damage high-grade bitumen pavement surface layer or wear layer material, and thus reach the purposes of use local materials and reduce the cost of engineering, Papers studied on adhesion of bitumen with acid stone that the Qinghai region wide distribution. And studied the adhesion levels of sandstone、granite with added different anti-stripping, and compared with the limestone. Had determined the Carloe amine and the PA-1 are suitable anti-stripping for the Qinghai area improvement adhesion of acidic stone material with the bitumen. And had determined the quantity reasonably of anti-stripping mixes. This topic has also carried on the bituminous mixture composition design and the performance confirmation, The result indicated that, after mixes adds the optimal anti-stripping agent, the bituminous mixture has the good anti-water harm performance.
The paper has also conducted the research on bituminous mixture water stability that after the cement replace partial powdered, indicated the added cement, may improve the blend anti-water harm ability, also can enhance the high temperature stability.
引文
[1]青海省人民政府关于加快全省公路建设的决定(青政[2001]41号)http://www.moc.gov.cn/road/article/200308/2003_08_27_4155.htm
[2]青海省“十一五”公路水路交通建设规划总体思路http://www.qhjtt.gov.cn/html/gljs/sywgh.htm
[3]吕伟民.沥青混合料设计原理及方法[M].上海:同济大学出版社,2001:3-226
[4]严家伋.道路建筑材料[M].第三版.北京:人民交通出版社,2003:8-199
[5]李廷栋.青藏高原地质构造特点和隆升机理.地质矿产部科技高咨中心http://218.24.233.167:8000/Resource/Book/Edu/JXCKS/TS015010/0023_ts015010.htm
[6]邓学钧,黄晓明.路面设计原理及方法[M].北京:人民交通出版社,2001:238-265,287-323
[7]张登良.沥青路面工程手册[M].北京:人民交通出版社,2003:3-43,83-475
[8]张有安.沥青路面水破坏原因分析与设计探讨[J].中国公路,2004,20:129-130
[9]孙建林.同三高速公路福建段路面设计与施工http://www.1q52.com/Article/zcfg/sj/200604/Article_4783.html
[10]曾锦林,佘汉聪.沥青路面水损坏的机理分析和对策研究[J].湖南交通科技2004,30(4):4-5
[11]日本道路协会著;周庆桐等译.日本沥青路面规范[S].北京:人民交通出版社,1980:48-52
[12]罗志刚,周志刚,郑健龙.沥青路面水损害问题研究现状长沙长沙交通学院学报[J].2003,19(3):39-43
[13]沈金安.沥青及沥青混合料路用性能[M].北京:人民交通出版社,2001
[14]刘涛.石灰等添加剂改善沥青混合料的水稳定性[D].长沙:湖南大学,2006
[15]JTG F40-2004,公路沥青路面施工技术规范[S].北京:中华人民共和国交通部,2004
[16]JTG D50-2006,公路沥青路面设计规范[S].北京:中华人民共和国交通部,2006
[17]韩瑞民,王正良,马志刚.掺PA-1型沥青抗剥落剂沥青及混合料性能研究http://202.116.197.5:85/～HYLW/H043263/H043263-bz/17854.pdf
[18]朱大章,孙晓宇,吕伟民等.新型沥青抗剥落剂TJ-006的性能评价[J].精细与专用化学品,2004,12(13):13-15
[19]李剑,郝培文.消石灰改善沥青混合料抗剥离性能研究[J].公路,2004,5:131-134
[20]黄晓明,朱湘.沥青路面设计[M].北京:人民交通出版社,2002:1-242
[21]原健安,张登良.沥青与矿料粘附性研究[J].中国公路学报,1995,8(4):7-10
[22]周伟峰,原健安,戴经良.影响粘附性的沥青性质分析[J].石油沥青,2003,17(3):22-25
[23]韩瑞民,弥海晨,马志刚等.沥青抗剥落剂应用现状分析[J].内蒙古公路与运输,2004,4:1-5
[24]封晨辉.沥青材料的粘度与粘附性研究[D].西安:长安大学,2003
[25]JTJ052-2000,公路工程沥青及沥青混合料试验规程[S].北京:中华人民共和国交通部,2000
[26]肖庆一,郝培文,徐鸥明等.沥青与矿料粘附性的测定方法[J].长安大学学报(自然科学版),2007,27(1):20-22
[27]刘玉琼,卢达,陶海燕.酸性石料工程性质的试验研究[J].西部交通科技(道路工程),1673-4874(2006)02-002-04:20-23
[28]张宏超,朱霞.抗剥落剂对沥青性能的影响评价[J].济南交通高等专科学校学报,2002,10(1):16-19
[29]章洪庆,严军,黄彭.沥青与集料的粘附性及评价方法[J].华东公路,2003,5(144):44-46
[30]刘中林,田文,史建方等.高等级公路沥青混凝土路面新技术[M].北京:人民交通出版社,2004:3-53
[31]徐培华,王安玲.公路工程混合料配合比设计与试验技术手册[M].北京:人民交通出版社,2001:107-172
[32]F.Bonnaure,A.Gravois and J.Udron,A New Method for Prediction the Fatigue Life of Bituminous Mixes,Proceedings of the Association of Paving Technologists,1980,Vo149,P499-529
[33]江慧娟.沥青稳定碎石级配设计方法及性能研究[D].西安:长安大学,2006
[34]Prithvi S.Kandhal and Carl W.Lubold,Jr.Water Damage to Asphalt Overlays:Case histories[R].NCAT Report No.89-1,Feb.20-22,1989.
[35]Prithvi S.Kandhal,Moisture Susceptibility of HMA mixes:Identification of problem and recommended solutions[R].NCAT Report No.92-1.May.1992.
[36]Moisture Sensitivity of Asphalt Pavement(A NATIONAL SEMINAR)[R].Transportation Research Board of the National Academies,February 4-6,2003
[37]Prithvi S.Kandhal and Sanjoy Chakraborty,Effect of Asphalt Film Thickness on Short and Long Term Aging of Asphalt paving Mixtures[R].PdCAT Report No.96-1,January.7-11,1996.
[38]Badru M.Kiggundu and Freddy L.Roberts,Stripping In HMA Mixtures:State-of-The-Art and Critical Review of Test Methods[R].NCAT Report No.88-2,Sep.1988.
[39]Bensa Nukunya,Evaluation of Aggregate Type Gradation and Volumetric Properties Design and Acceptance of Durable Superpave Mixture[D].Dissertation of doctor's degree,University of Florida,2001.
[40]A.R.Tamer and Vinay Wagh,the Effect of the Physical and Chemical Characteristics of the Aggregate on Bonding[R].SHRP-A/UIR-91-507,Washington,D.C.1991.
[41]Mohammad,L.N,C.Abadie,R.Gokmen,and A.J.Puppala.Mechanistic Evaluation of Hydrated Lime in Hot-Mix Asphalt Mixtures.Transportation Research Record:TRB,2000,1723:26-36
[42]Parker,F.Jr.,and F.A.Gharaybeh.Evaluation of Tests to Asses Stripping Potential of Asphalt Concrete Mixtures.Transportation Research Record:TRB,1988,1171:18-26
[43]Yoon,H.H.,and A.R.Tamer.Effect of Aggregate Properties on Stripping.Transportation Research Record:TRB,1988,1171:37-43
[44]Kennedy,T.W.,F.L.Roberts,and K.W.Lee.Evaluation of Moisture Effects on Asphalt Concrete Mixtures.Transportation Research Record:TRB,1983,911:134-143
[45]Tunnicliff,D.,and R.Root.Use of Antistripping Additives in Asphaltic Concrete Mixtures.NCHRP Report:Transportation Research Board,1984,No.274:32-37
[2]青海省“十一五”公路水路交通建设规划总体思路http://www.qhjtt.gov.cn/html/gljs/sywgh.htm
[3]吕伟民.沥青混合料设计原理及方法[M].上海:同济大学出版社,2001:3-226
[4]严家伋.道路建筑材料[M].第三版.北京:人民交通出版社,2003:8-199
[5]李廷栋.青藏高原地质构造特点和隆升机理.地质矿产部科技高咨中心http://218.24.233.167:8000/Resource/Book/Edu/JXCKS/TS015010/0023_ts015010.htm
[6]邓学钧,黄晓明.路面设计原理及方法[M].北京:人民交通出版社,2001:238-265,287-323
[7]张登良.沥青路面工程手册[M].北京:人民交通出版社,2003:3-43,83-475
[8]张有安.沥青路面水破坏原因分析与设计探讨[J].中国公路,2004,20:129-130
[9]孙建林.同三高速公路福建段路面设计与施工http://www.1q52.com/Article/zcfg/sj/200604/Article_4783.html
[10]曾锦林,佘汉聪.沥青路面水损坏的机理分析和对策研究[J].湖南交通科技2004,30(4):4-5
[11]日本道路协会著;周庆桐等译.日本沥青路面规范[S].北京:人民交通出版社,1980:48-52
[12]罗志刚,周志刚,郑健龙.沥青路面水损害问题研究现状长沙长沙交通学院学报[J].2003,19(3):39-43
[13]沈金安.沥青及沥青混合料路用性能[M].北京:人民交通出版社,2001
[14]刘涛.石灰等添加剂改善沥青混合料的水稳定性[D].长沙:湖南大学,2006
[15]JTG F40-2004,公路沥青路面施工技术规范[S].北京:中华人民共和国交通部,2004
[16]JTG D50-2006,公路沥青路面设计规范[S].北京:中华人民共和国交通部,2006
[17]韩瑞民,王正良,马志刚.掺PA-1型沥青抗剥落剂沥青及混合料性能研究http://202.116.197.5:85/～HYLW/H043263/H043263-bz/17854.pdf
[18]朱大章,孙晓宇,吕伟民等.新型沥青抗剥落剂TJ-006的性能评价[J].精细与专用化学品,2004,12(13):13-15
[19]李剑,郝培文.消石灰改善沥青混合料抗剥离性能研究[J].公路,2004,5:131-134
[20]黄晓明,朱湘.沥青路面设计[M].北京:人民交通出版社,2002:1-242
[21]原健安,张登良.沥青与矿料粘附性研究[J].中国公路学报,1995,8(4):7-10
[22]周伟峰,原健安,戴经良.影响粘附性的沥青性质分析[J].石油沥青,2003,17(3):22-25
[23]韩瑞民,弥海晨,马志刚等.沥青抗剥落剂应用现状分析[J].内蒙古公路与运输,2004,4:1-5
[24]封晨辉.沥青材料的粘度与粘附性研究[D].西安:长安大学,2003
[25]JTJ052-2000,公路工程沥青及沥青混合料试验规程[S].北京:中华人民共和国交通部,2000
[26]肖庆一,郝培文,徐鸥明等.沥青与矿料粘附性的测定方法[J].长安大学学报(自然科学版),2007,27(1):20-22
[27]刘玉琼,卢达,陶海燕.酸性石料工程性质的试验研究[J].西部交通科技(道路工程),1673-4874(2006)02-002-04:20-23
[28]张宏超,朱霞.抗剥落剂对沥青性能的影响评价[J].济南交通高等专科学校学报,2002,10(1):16-19
[29]章洪庆,严军,黄彭.沥青与集料的粘附性及评价方法[J].华东公路,2003,5(144):44-46
[30]刘中林,田文,史建方等.高等级公路沥青混凝土路面新技术[M].北京:人民交通出版社,2004:3-53
[31]徐培华,王安玲.公路工程混合料配合比设计与试验技术手册[M].北京:人民交通出版社,2001:107-172
[32]F.Bonnaure,A.Gravois and J.Udron,A New Method for Prediction the Fatigue Life of Bituminous Mixes,Proceedings of the Association of Paving Technologists,1980,Vo149,P499-529
[33]江慧娟.沥青稳定碎石级配设计方法及性能研究[D].西安:长安大学,2006
[34]Prithvi S.Kandhal and Carl W.Lubold,Jr.Water Damage to Asphalt Overlays:Case histories[R].NCAT Report No.89-1,Feb.20-22,1989.
[35]Prithvi S.Kandhal,Moisture Susceptibility of HMA mixes:Identification of problem and recommended solutions[R].NCAT Report No.92-1.May.1992.
[36]Moisture Sensitivity of Asphalt Pavement(A NATIONAL SEMINAR)[R].Transportation Research Board of the National Academies,February 4-6,2003
[37]Prithvi S.Kandhal and Sanjoy Chakraborty,Effect of Asphalt Film Thickness on Short and Long Term Aging of Asphalt paving Mixtures[R].PdCAT Report No.96-1,January.7-11,1996.
[38]Badru M.Kiggundu and Freddy L.Roberts,Stripping In HMA Mixtures:State-of-The-Art and Critical Review of Test Methods[R].NCAT Report No.88-2,Sep.1988.
[39]Bensa Nukunya,Evaluation of Aggregate Type Gradation and Volumetric Properties Design and Acceptance of Durable Superpave Mixture[D].Dissertation of doctor's degree,University of Florida,2001.
[40]A.R.Tamer and Vinay Wagh,the Effect of the Physical and Chemical Characteristics of the Aggregate on Bonding[R].SHRP-A/UIR-91-507,Washington,D.C.1991.
[41]Mohammad,L.N,C.Abadie,R.Gokmen,and A.J.Puppala.Mechanistic Evaluation of Hydrated Lime in Hot-Mix Asphalt Mixtures.Transportation Research Record:TRB,2000,1723:26-36
[42]Parker,F.Jr.,and F.A.Gharaybeh.Evaluation of Tests to Asses Stripping Potential of Asphalt Concrete Mixtures.Transportation Research Record:TRB,1988,1171:18-26
[43]Yoon,H.H.,and A.R.Tamer.Effect of Aggregate Properties on Stripping.Transportation Research Record:TRB,1988,1171:37-43
[44]Kennedy,T.W.,F.L.Roberts,and K.W.Lee.Evaluation of Moisture Effects on Asphalt Concrete Mixtures.Transportation Research Record:TRB,1983,911:134-143
[45]Tunnicliff,D.,and R.Root.Use of Antistripping Additives in Asphaltic Concrete Mixtures.NCHRP Report:Transportation Research Board,1984,No.274:32-37