大温差地区沥青路面横向裂缝规律调查与灌缝工艺研究
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摘要
横向裂缝是我国沥青路面的主要破损类型之一,目前我国横向裂缝修补研究上已经取得了一定的成绩,但是部分地区仍然面临着横向裂缝修补后再损坏等问题,尤其在在我国东北、西北等大温差地区,沥青路面横向裂缝灌缝修补失效问题更为突出。为了研究出合理得的灌缝材料选用标准以及适用于大温差地区的道路灌缝材料,本文通过现场调查、室内常规试验、开发并完善低温试验仪以及进行灌缝工艺深入研究等方式对大温差地区沥青路面的横向裂缝灌缝修补材料标准以及灌缝工艺进行研究。
根据黑龙江省的气候分布特点,在不同地区选择了六条试验路段进行路面横向裂缝温度收缩裂缝缝宽变化观测,分析了不同月份,不同温度条件下裂缝的变化规律,为提出沥青路面横向裂缝灌缝修补的工艺要求提供了基础。参与开发了道路灌缝材料低温性能测定仪,独立对该仪器进行了改进,并对改进后的仪器进行了试验,并通过试验确定了试验参数,使系统运行精准可靠。
对黑龙江省常用灌缝材料使用效果进行了调查,总结了灌缝失效的原因,并选出三种灌缝材料进行了基本性能试验。使用道路灌缝材料低温性能测定仪对灌缝材料进行了试验,并进行了灌缝材料施工工艺的研究,提出了合理的沥青路面横向裂缝灌缝工艺。在哈双高速和哈同高速上做了试验路,并定期观察。
Transverse crack is one of the main types of the asphalt pavement damage in our country. Currently the research on transverse crack repair has made some progress, but the asphalt pavement still encountered greater damage again after repair in northeast and northwest of China, as temperature difference is larger, the repair failure is more prominent. In order to get reasonable selection standards of the sealing materials, and apply the material to the area where the temperature difference is larger, the investigation, routine indoor experiment, the development of the low temperature test instruments and further research of seam filling are employed for the issue.
According to the different climatic distribution characteristics in Heilongjiang province, this paper investigated six sections of test road in different regions and analyzed the change rules in the different months and in the different temperature condition of cracks. And this provided the foundation of sealing technology for transverse cracks of the asphalt pavement.
The author participated in the development of low temperature performance tester of sealant material for pavement, and improved the instrument independently. Some experiment had done with the instrument and some test parameters had be sure. So the system is accurate and reliable.
This paper summarized the sealing failure under investigation in the sealant materials using condition. And we select three common sealant materials for the basic nature test, and do experiments of various kinds sealant materials by use of low temperature performance measuring equipment, and verify testing performance. And the reasonable sealing technology for transverse cracks in the asphalt pavement is put forward..
根据黑龙江省的气候分布特点,在不同地区选择了六条试验路段进行路面横向裂缝温度收缩裂缝缝宽变化观测,分析了不同月份,不同温度条件下裂缝的变化规律,为提出沥青路面横向裂缝灌缝修补的工艺要求提供了基础。参与开发了道路灌缝材料低温性能测定仪,独立对该仪器进行了改进,并对改进后的仪器进行了试验,并通过试验确定了试验参数,使系统运行精准可靠。
对黑龙江省常用灌缝材料使用效果进行了调查,总结了灌缝失效的原因,并选出三种灌缝材料进行了基本性能试验。使用道路灌缝材料低温性能测定仪对灌缝材料进行了试验,并进行了灌缝材料施工工艺的研究,提出了合理的沥青路面横向裂缝灌缝工艺。在哈双高速和哈同高速上做了试验路,并定期观察。
Transverse crack is one of the main types of the asphalt pavement damage in our country. Currently the research on transverse crack repair has made some progress, but the asphalt pavement still encountered greater damage again after repair in northeast and northwest of China, as temperature difference is larger, the repair failure is more prominent. In order to get reasonable selection standards of the sealing materials, and apply the material to the area where the temperature difference is larger, the investigation, routine indoor experiment, the development of the low temperature test instruments and further research of seam filling are employed for the issue.
According to the different climatic distribution characteristics in Heilongjiang province, this paper investigated six sections of test road in different regions and analyzed the change rules in the different months and in the different temperature condition of cracks. And this provided the foundation of sealing technology for transverse cracks of the asphalt pavement.
The author participated in the development of low temperature performance tester of sealant material for pavement, and improved the instrument independently. Some experiment had done with the instrument and some test parameters had be sure. So the system is accurate and reliable.
This paper summarized the sealing failure under investigation in the sealant materials using condition. And we select three common sealant materials for the basic nature test, and do experiments of various kinds sealant materials by use of low temperature performance measuring equipment, and verify testing performance. And the reasonable sealing technology for transverse cracks in the asphalt pavement is put forward..
引文
[1]常珍鹏.沥青路面裂缝与密封胶灌缝处理[J].交通世界.2009(7)115-116
[2]张敏江,郭腾,陈杰.路面破损状况及长期预报的研究[J].东北公路2002(2)
[3]秦敬敏,刘萌.浅谈沥青混凝土路面裂缝灌缝技术[J].科技资讯2009(1)
[4]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2001:105—139
[5]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2001:263—414
[6]任艳.路面破损状况标准图谱的研究[D].长安大学硕士学位论文,2008
[7]雷文茂.复合式基层长寿命沥青路面结构分析[D].中南大学硕士学位论文,2010
[8]毛成.沥青路面裂纹形成机理及扩展行为研究[D].西南交通大学博士学位论文,2004
[9]何广龙.大新高速公路冬季低温横向裂缝观测综述[J].山西交通科技2003(4)
[10] Smith, K. L., and Romine, A. R. LTPP Pavement Maintenance Materials: SHRP Crack Treatment Experiment[J]. FHWA-RD-99-143, Final Report. FHWA, Washingtion. DC, 1999, pp.163
[11] Masson, J.-F., and Lacasse. M. A. Effect of Hot-Air Lance on Crack Sealant Adhesion. Journal of Transportation Engineering[J]. ASCE, Vol. 125, No. 4,1999,p. 357-363
[12] Linde. S. Investigations on the Cracking Behavior of Joints in Airfields and Roads[R]: Field Investigations and Laboratory Simulation. SP Report 1988:23. Swedish National Testing Institute, Bor?s, Sweden, 1988.
[13]付丽琴.京泰高速公路沥青路面病害及养护措施研究[D].河北工业大学硕士学位论文2006
[14] JT/ T 203 - 95,公路水泥混凝土路面接缝材料[S]
[15] JT/ T 589 - 2004,水泥混凝土路面嵌缝密封材料[S]
[16]李峰,黄颂昌,徐剑,秦永春.沥青混凝土路面灌缝胶性能评价方法研究[J].公路,2009(2)
[17]李峰,黄颂昌,徐剑,秦永春.沥青路面灌缝胶低温性能试验方法研究[J].公路交通科技,2008(9)
[18] ASTM D5329 - 09,Standard Test Methods for Sealant s and Fillers,Hot2Applied,For Joint s and Cracks in Asphaltic and Portland Cement Concrete Pavements[S]
[19] ASTM D5078 - 95,Standard Specification for Crack Filler, Hot2Applied, for Asphalt Concrete and Portland Cement Concrete Pavements[S]
[20] ASTM D6690 - 06a , Standard Specification for Joint and Crack Sealant s , Hot2Applied , for Concrete and Asphalt Pavements[S]
[21]杨曙岚,林毅,吴宁等.沥青路面裂缝修补材料性能指标探讨[J].2008(5)
[22] Al-Qadi, I.L., E.H. Fini, H.D. Figueroa, J.-F Masson, and K.K. McGhee, Adhesion Testing Procedure for Hot-Poured Crack Sealants[R], Final Report, No. ICT-08-026, Illinois Center for Transportation, Rantoul, IL, Dec 2008, 103 p.
[23] Al-Qadi, I.L., E.H. Fini, J.-F Masson, A. Loulizi, K.K. McGhee, M.A. Elseifi, Development of Apparent Viscosity Test for Hot-Poured Crack Sealants[R], Final Report, No. ICT-08-027, Illinois Center for Transportation, Rantoul, IL, Dec 2008, 41 p.
[24] Al-Qadi, I.L., S.-H. Yang, J.-F. Masson, and K.K. McGhee, Characterization of Low Temperature Mechanical Properties of Crack Sealants Utilizing Direct Tension Test[R], Final Report No. ICT-08-028 , Illinois Center for Transportation, Rantoul, IL, Dec 2008, 70 p.
[25]Al-Qadi, I.L., S.-H. Yang, M.A. Elseifi, S. Dessouky, A. Loulizi, J.-F. Masson, and K.K. McGhee, Characterization of Low Temperature Creep Properties of Crack Sealants Using Bending Beam Rheometer[R], Final Report, No. ICT-08-029, Illinois Center for Transportation, Rantoul, IL, Dec 2008, 81 p
[26]张庆杰.沥青路面裂缝填封和坑槽修补用密封胶的研制[D].沈阳理工大学硕士学位论文.2009.03
[27]曾勇军,谢兆星.沥青路面裂缝修补技术探讨[J].公路工程与运输.2006(11)
[28]康敬东.沥青路面裂缝和坑槽养护维修技术的研究[D],长安大学硕士学位论文,2002
[29]马进福.道路灌缝机关键技术研究[D].长安大学硕士学位论文,2007
[30]王子鹏.高速公路沥青路面裂缝养护措施及效果评价[J].交通标准化(146期)
[31]郭学东,方向阳,高春妹等.温度和湿度对沥青路面裂缝修补粘附力的影响研究[J].中外公路,2009(10)
[32]高艳丽,付丽琴,王玉顺等.高速公路沥青路面裂缝修补技术探讨[J].公路,2002(9)
[33]李奕磊.沥青路面裂缝成因及防治措施浅析[J].科技信息,2009
[34]秦柯,周大恒,刘麟,等.高速公路路面裂缝成因及处治措施[J].广东建材.2009(7):126-127
[35]甄伟超.高速公路沥青砼路面产生裂缝的原因及其防治措施[J].交通标准化,2004(08):53-55
[36]工程聚焦.工程机械与维修,2001
[37]李峰,黄颂昌,秦永春等.沥青路面灌缝胶性能评价及技术要求[J].交通运输工程学报,2009,9(4):7-11
[38] ASTM D217-10 Standard Test Methods for Cone Penetration of Lubricating Grease[S]
[39] T0616-1993沥青与粗集料的粘附性试验[S],公路工程沥青及沥青混合料实验规程(JTJ 052-2000)
[40]王立志,魏建明,张玉贞.用弯曲梁流变仪评价道路沥青的低温性能[J].中国石油大学学报(自然科学版)2009,9(02):5-10
[41]侯相琛,曹丽萍,刘刚,林春梅,赵正阳.道路灌缝材料低温性能测定仪:中国,200910072201.[P].2009-12-16
[2]张敏江,郭腾,陈杰.路面破损状况及长期预报的研究[J].东北公路2002(2)
[3]秦敬敏,刘萌.浅谈沥青混凝土路面裂缝灌缝技术[J].科技资讯2009(1)
[4]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2001:105—139
[5]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2001:263—414
[6]任艳.路面破损状况标准图谱的研究[D].长安大学硕士学位论文,2008
[7]雷文茂.复合式基层长寿命沥青路面结构分析[D].中南大学硕士学位论文,2010
[8]毛成.沥青路面裂纹形成机理及扩展行为研究[D].西南交通大学博士学位论文,2004
[9]何广龙.大新高速公路冬季低温横向裂缝观测综述[J].山西交通科技2003(4)
[10] Smith, K. L., and Romine, A. R. LTPP Pavement Maintenance Materials: SHRP Crack Treatment Experiment[J]. FHWA-RD-99-143, Final Report. FHWA, Washingtion. DC, 1999, pp.163
[11] Masson, J.-F., and Lacasse. M. A. Effect of Hot-Air Lance on Crack Sealant Adhesion. Journal of Transportation Engineering[J]. ASCE, Vol. 125, No. 4,1999,p. 357-363
[12] Linde. S. Investigations on the Cracking Behavior of Joints in Airfields and Roads[R]: Field Investigations and Laboratory Simulation. SP Report 1988:23. Swedish National Testing Institute, Bor?s, Sweden, 1988.
[13]付丽琴.京泰高速公路沥青路面病害及养护措施研究[D].河北工业大学硕士学位论文2006
[14] JT/ T 203 - 95,公路水泥混凝土路面接缝材料[S]
[15] JT/ T 589 - 2004,水泥混凝土路面嵌缝密封材料[S]
[16]李峰,黄颂昌,徐剑,秦永春.沥青混凝土路面灌缝胶性能评价方法研究[J].公路,2009(2)
[17]李峰,黄颂昌,徐剑,秦永春.沥青路面灌缝胶低温性能试验方法研究[J].公路交通科技,2008(9)
[18] ASTM D5329 - 09,Standard Test Methods for Sealant s and Fillers,Hot2Applied,For Joint s and Cracks in Asphaltic and Portland Cement Concrete Pavements[S]
[19] ASTM D5078 - 95,Standard Specification for Crack Filler, Hot2Applied, for Asphalt Concrete and Portland Cement Concrete Pavements[S]
[20] ASTM D6690 - 06a , Standard Specification for Joint and Crack Sealant s , Hot2Applied , for Concrete and Asphalt Pavements[S]
[21]杨曙岚,林毅,吴宁等.沥青路面裂缝修补材料性能指标探讨[J].2008(5)
[22] Al-Qadi, I.L., E.H. Fini, H.D. Figueroa, J.-F Masson, and K.K. McGhee, Adhesion Testing Procedure for Hot-Poured Crack Sealants[R], Final Report, No. ICT-08-026, Illinois Center for Transportation, Rantoul, IL, Dec 2008, 103 p.
[23] Al-Qadi, I.L., E.H. Fini, J.-F Masson, A. Loulizi, K.K. McGhee, M.A. Elseifi, Development of Apparent Viscosity Test for Hot-Poured Crack Sealants[R], Final Report, No. ICT-08-027, Illinois Center for Transportation, Rantoul, IL, Dec 2008, 41 p.
[24] Al-Qadi, I.L., S.-H. Yang, J.-F. Masson, and K.K. McGhee, Characterization of Low Temperature Mechanical Properties of Crack Sealants Utilizing Direct Tension Test[R], Final Report No. ICT-08-028 , Illinois Center for Transportation, Rantoul, IL, Dec 2008, 70 p.
[25]Al-Qadi, I.L., S.-H. Yang, M.A. Elseifi, S. Dessouky, A. Loulizi, J.-F. Masson, and K.K. McGhee, Characterization of Low Temperature Creep Properties of Crack Sealants Using Bending Beam Rheometer[R], Final Report, No. ICT-08-029, Illinois Center for Transportation, Rantoul, IL, Dec 2008, 81 p
[26]张庆杰.沥青路面裂缝填封和坑槽修补用密封胶的研制[D].沈阳理工大学硕士学位论文.2009.03
[27]曾勇军,谢兆星.沥青路面裂缝修补技术探讨[J].公路工程与运输.2006(11)
[28]康敬东.沥青路面裂缝和坑槽养护维修技术的研究[D],长安大学硕士学位论文,2002
[29]马进福.道路灌缝机关键技术研究[D].长安大学硕士学位论文,2007
[30]王子鹏.高速公路沥青路面裂缝养护措施及效果评价[J].交通标准化(146期)
[31]郭学东,方向阳,高春妹等.温度和湿度对沥青路面裂缝修补粘附力的影响研究[J].中外公路,2009(10)
[32]高艳丽,付丽琴,王玉顺等.高速公路沥青路面裂缝修补技术探讨[J].公路,2002(9)
[33]李奕磊.沥青路面裂缝成因及防治措施浅析[J].科技信息,2009
[34]秦柯,周大恒,刘麟,等.高速公路路面裂缝成因及处治措施[J].广东建材.2009(7):126-127
[35]甄伟超.高速公路沥青砼路面产生裂缝的原因及其防治措施[J].交通标准化,2004(08):53-55
[36]工程聚焦.工程机械与维修,2001
[37]李峰,黄颂昌,秦永春等.沥青路面灌缝胶性能评价及技术要求[J].交通运输工程学报,2009,9(4):7-11
[38] ASTM D217-10 Standard Test Methods for Cone Penetration of Lubricating Grease[S]
[39] T0616-1993沥青与粗集料的粘附性试验[S],公路工程沥青及沥青混合料实验规程(JTJ 052-2000)
[40]王立志,魏建明,张玉贞.用弯曲梁流变仪评价道路沥青的低温性能[J].中国石油大学学报(自然科学版)2009,9(02):5-10
[41]侯相琛,曹丽萍,刘刚,林春梅,赵正阳.道路灌缝材料低温性能测定仪:中国,200910072201.[P].2009-12-16
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