水泥混凝土路面接缝及结构优化研究
摘要
水泥混凝土路面是一种刚度大、扩散荷载强、稳定性好的路面结构，其路面的适用性非常强，加之具有材料的来源广泛以及便于施工等优点使水泥混凝土路面能够较好的满足现代化交通需要，然而对于水泥混凝土路面的接缝技术则是整个路面设计中的一个难题。一些研究表明，接缝不仅是水泥混凝土路面最易受损坏的部位，而且是发生唧泥、错台和断角等病害的根源，极大的减少路面的正常使用寿命。接缝受损严重时，则会影响行车舒适性甚至危及行车安全。
本文主要针对旧水泥混凝土路面接缝技术进行探讨。在研究了国内外接缝技术的基础上，系统地分析了出现在旧水泥混凝土路面中的常见病害，给出了综合处治以及预防方法。并利用弹性力学有限元方法进行分析，主要内容包括对接缝传荷能力的分析、对接缝数值模拟模型的分析以及对有接缝的混凝土面板的有限元分析。通过理论分析及模型计算的结果，找出了适合于在湖北省地区的水泥混凝土路面中应用的接缝形式、填缝材料以及路面结构形式，对广泛推广使用水泥混凝土路面具有较大的科学意义和经济、社会效益。
The higher rigidity, better transferring ability of traffic load and stability of pavement structure characterize cement concrete pavement (CCP). The CCP has the merits of better applicability, more extensive sources of materials and being constructed easily. So the CCP can meet the need of modern transportation well. For the CCP, however, the technique of joint is a real problem of the whole pavement design. Some studies have indicated that the joint is not only the part of being destroyed easily, but also the origin of many damages of pavement such as pumping, angle alternated and broken. The life of CCP will be decreased, when the joint is destroyed badly so as to be dangerous to drive there.
This paper's major purpose is about the technique of the joint of CCP. Upon the basis of the technique of the joint in this area, the author analyzed various kinds of the traditional damages of CCP, gave the suggestions of these damages' prediction and treatments, finite element analysis (FEA) was carried out for CCP, including in the analysis of transferring ability of traffic load, modeling, and the finite element analysis of CCP board. According to the research and the numerical results of FEA, this paper proposed the better form of the joint and the pavement structure, as well as the joint materials and corresponding construction techniques, which are more compatible to the CCP of Hubei Province.
本文主要针对旧水泥混凝土路面接缝技术进行探讨。在研究了国内外接缝技术的基础上，系统地分析了出现在旧水泥混凝土路面中的常见病害，给出了综合处治以及预防方法。并利用弹性力学有限元方法进行分析，主要内容包括对接缝传荷能力的分析、对接缝数值模拟模型的分析以及对有接缝的混凝土面板的有限元分析。通过理论分析及模型计算的结果，找出了适合于在湖北省地区的水泥混凝土路面中应用的接缝形式、填缝材料以及路面结构形式，对广泛推广使用水泥混凝土路面具有较大的科学意义和经济、社会效益。
The higher rigidity, better transferring ability of traffic load and stability of pavement structure characterize cement concrete pavement (CCP). The CCP has the merits of better applicability, more extensive sources of materials and being constructed easily. So the CCP can meet the need of modern transportation well. For the CCP, however, the technique of joint is a real problem of the whole pavement design. Some studies have indicated that the joint is not only the part of being destroyed easily, but also the origin of many damages of pavement such as pumping, angle alternated and broken. The life of CCP will be decreased, when the joint is destroyed badly so as to be dangerous to drive there.
This paper's major purpose is about the technique of the joint of CCP. Upon the basis of the technique of the joint in this area, the author analyzed various kinds of the traditional damages of CCP, gave the suggestions of these damages' prediction and treatments, finite element analysis (FEA) was carried out for CCP, including in the analysis of transferring ability of traffic load, modeling, and the finite element analysis of CCP board. According to the research and the numerical results of FEA, this paper proposed the better form of the joint and the pavement structure, as well as the joint materials and corresponding construction techniques, which are more compatible to the CCP of Hubei Province.
引文
[1] 黄卫，钱振东著．高等水泥混凝土路面设计理论与方法．北京：科学出版社，2000．
[2] 中华人民共和国交通部．公路水泥混凝土路面设计规范《JTJ—94 北京：人民交通出版社，1994．
[3] 交通部水泥混凝土路面推广组．水泥混凝土路面研究．北京：人民交通出版社，1995．
[4] 姚祖康主编．路面．北京：人民交通出版社，1998．
[5] (美)黄仰贤著，余定选，齐诚译．路面分析与设计．北京：人民交通出版社，1998．
[6] 湖北省交通规划设计院．襄樊至荆州高速公路两阶段施工图设计(第Ⅱ部分高速公路土建工程)．2000．
[7] 姚祖康主编．路面(第二版)．北京：人民交通出版社，1999．
[8] 武和平编著．高等级公路路面结构设计方法．北京：人民交通出版社，1999．
[9] 《采矿手册》编辑委员会编．采矿手册第2卷．北京：冶金工业出版社，1990．
[10] 李华、缪昌文、金志强编著．水泥混凝土路面修补技术．北京：人民交通出版社，1997．
[11] 山西省公路局主编．公路工程八大通病分析与防治．北京：人民交通出版社，1999．
[12] 高速公路丛书编委会．高速公路路面设计与施工．北京：人民交通出版社，2001．
[13] 邓学均、黄晓明编著．路面设计原理与方法．北京：人民交通出版社，2001．
[14] 武汉理工大学．襄(樊)—荆(州)高速公路水泥路面研究(五)水泥混凝土路面结构厚度没计与优化计算研究报告(内部资料)．2002年3月．
[15] 邓学均，陈荣生．刚性路面设计．北京：人民交通出版社，1992．
[16] 中华人民共和国交通部，JTJ071—98，公路工程质量检验评定标准。北京：人民交通出版社，1998
[17] 周伟 王选仓 主编，道路经济与管理，1998，人民交通出版社
[18] R. Gubiotti and H. Pestel. "Numeric Data Information Analysis Centers at Battelle." Numeric Database, 1984:71-104 Norwood, N. J.: Ablex.
[19] G. Carter. "Numerical Databases for Science and Technology." Numeric Database, 1984: 15-36: Norwood, N. J.: Ablex.
[20] D.B. Neumann. "Data Base Management Systems." CODATA, 1982.
[21] D. Lide. "General Review of Nun_rical Data Bases." CODATA, 1982.
[22] J. Rumble. "Planning and Designing Numeric Database Systems in Science and Technology." CODATA, 1982．
[23] G.C. Carter. "Mechanical Properties: A Review of Some Recent Developments." CODATA, 1983．
[24] H. Rohloff. "A Database System for Properties of Iron and Steel." CODATA, 1983．
[25] J.B. Biesaga. "The Relational Interface to the CDS ISIS Data Base." CODATA, 1983．
[26] J.H. Westbrook. "Some Considerations in the Design of Properties for a Computerized Materials Information System." CODATA, 1985．
[27] G. Dathe. "Peculiarities and Problems of Materials Engineering." CODATA, 1985．
[28] H.B. Landau. "Techniques for Integrating Bibliographic with Numeric Databases in Engineering." CODATA, 1985．
[29] S. Iwata. "Modeling in a Materials Database." CODATA, 1985．
[30] S.E. Jones. "Using a Relational DBMS in the Scientific Community." CODATA, 1985
[31] Clark, W.G., and R.E. Shannon. Tagging Lets You Test the Untestable." Advanced Materials and Processes. April 1990． pp. 59-69．
[32] Clark, W.G., Sadhir, R.K., and Junker, W.R. "ragged Adhesives for Improved Inspection." Materials Evaluation. Vol. 48, No. 1． January 1990． pp. 60-64．
[33] Hassett, K.L, Stecher, Linda C., and Hendrickson, D.N. "Polymer-Anchored Metal Oxide Particles. 1． Superparamagnetie Magnetite Mieroerystals Stabilized by Lignosulfonate." Inorganic Chemistry. Vol. 19． No. 2． 1980． pp. 416-422．
[34] Lignosite* FML Product Information Sheet. Georgia-Pacific Corporation. 300 West Laurel Street, Bellingham, Wa. 98225．
[35] Mayama, M., and Yamauchi, F. "A Magnetic Guide System Using the Ferrite Byproducts." Proceedings of Japan Society of Civil Engineers. No. 379． 1987． pp.102-106．
[36] Mayama, M., and Yamauchi, F. "Alga Reef Using Ferrite Byproducts." Fisheries Engineering. Vol. 23． No. 1． November 1986． pp. 7-12．
[37] Tsuji, T. "Ferrite-Technology Applications and Their Expansion from Electronics to Civil Engineering Fields." Proceedings of International Conference on Ferrite. 1984． pp. 573-581．
[38] Yamauchi, F., and Emoto, S. "Ferrite-Resin Composite Material for Vibration Damping." Recent Advances in Composites in the United States and Japan. ASTM
STP 864． Vin._ort,J.R., and Yaya, M., Editors. American
[39] ACI Committee 211． 1993a. Standard Practice for Selecting Proportions for Normal, Heavy Weight, and Mass Concrete (ACI 211． 1-91) . ACI Manual of Concrete Practice, part 1,47 pp.
[40] ACI Committee 212． 1993b. Chemical Admixtures for Concrete (ACI 212． 3R-91) . ACIManual of Concrete Practice, part 1, 31 pp.
[41] ACI Committee 225． 1993c. Guide to the Selection and Use of Hydraulic Cement (ACI 225R-91) . ACIManual of Concrete Practice, part 1,29 pp.
[42] ACI Committee 226． 1987． Use of Fly Ash in Concrete (ACI 226． 3R-87) . ACI Materials Journal, vol. 84, no. 5, September-October, pp. 381-409． America's Highways: Accelerating the Search for Innovation. 1984． Special Report 202,
[43] Transportation Research Board, National Research Council, Washington, D.C.
[44] Barnes, S. 1992． Runway Reconstruction Keeps Air Force Flying. Louisiana Contractor, July, pp. 18-19．
[45] Carter, P. D. 1991． Fibre Reinforced Pyrament Concrete Overlays. Proceedings of the Secondary Canadian Symposium on Cement and Concrete. The University of British Columbia, Vancouver, B.C., July 24-26, pp. 48-47．
[46] Greening, N. R. 1967． Some Causes for Variation in Required Amount of Air-Entraining
[47] Agent in Portland Cement Mortars. Journal of the PCA Research and Development Laboratories, vol. 9, no. 2, May, pp. 22-36．
[48] Jobse, H. J., and Moustafa, S.E. 1984． Applications of High Strength Concrete for Highway Bridges. PCI Journal, vol. 29, no. 3, May-June, pp. 44-73．
[49] Peterson,D.E., Life-Cycle Cost Analysis of Pavements, Synthesis of Highway Practice 122, Transportation Research Board, 1985
[50] American Association of State Highway and Transportation Officials, AASHTO Guide for Design of Pavement Structures-1993
[51] AASHTO Interim Guide for Design of Pavement Structures, 1972, Chapter Ⅲ Revised, 1981．
[52] Design and Construction, Continuously Reinforced Concrete Pavement, Continuously Reinforced Pavement Group.
[53] Asphalt Recycling and Reclaiming Association (ARRA)-Hot In-Place Recycling-First in the Line of Pavement Maintenance, HIR Technical Committee, Annapolis, Maryland ,1992．
[54] Button, Little, Estakhri - HIR of Asphalt Concrete., NCHRP Synthesis of Highway Practice, # 193, Transportation Research Board, Washington, DC, 1994.
[55] Button, Estakhri, Little - Performance and Cost of Selected HIR Projects, Transportation Research Record 1507, Transportation Research Board, Washington, DC, 1995.
[56] Fyvie, Ken - Observations, Comments and Test Data Related to the Operation of the Artec AR2000 Super Recycler, Terra Engineering Report, December 9, 1994.
[57] Terrel, Dr. Ronald L. - Observations Regarding the Performance of the AR2000 Super Recycler, Terrel Research letter to Artec International Recycling, December, 1994.
[58] Lee, Stephen, Q.S., Terrel, R.L. and Corbett, Michael - New Developments in Hot In-Place Recycling: Technology and Specification. Paper presented to the Canadian Technical Asphalt Association, Vancouver, B.C. November, 1998.
[59] Crawley, A.B. - Innovative Hot In-Place Recycling of Hot-Mix Asphalt Pavement in Mississippi. Paper published by the Journal of the Transportation Research Board, Record No. 1654, 1999.
[60] McCall, Neil R. - Source Emission Evaluation Report for the AR2000 Super Recycler, N.R. McCall & Associates, Victoria, BC, June, 1995.
[61] 胡圣，水泥砼路面结构模量反算方法的研究，[同济大学研究生论文]，1997
[62] 王青云，水泥混凝土硬路肩与右缘石连体滑模施工技术，公路，N3，1999
[63] 周富杰 孙立军 张汉斐等，旧水泥混凝土路面大修的实践总结与分析，公路，N5，1999
[64] 陈素生 刘明，水泥混凝十路面换板施工浅见，公路，N8，2000
[65] 傅智 王彦莹 何厚坤等，水泥混凝土路面设计规范修改建议，公路，N10，2000
[66] 蒋功雪，杨坚，高速公路水泥混凝土路面平整度施工质量控制的探讨，中南公路工程，N1，Vol 25，2000
[67] 方伟新，高等级公路沥青混凝土路面施工质量控制，中南公路工程，N2，Vol 26，2001
[2] 中华人民共和国交通部．公路水泥混凝土路面设计规范《JTJ—94 北京：人民交通出版社，1994．
[3] 交通部水泥混凝土路面推广组．水泥混凝土路面研究．北京：人民交通出版社，1995．
[4] 姚祖康主编．路面．北京：人民交通出版社，1998．
[5] (美)黄仰贤著，余定选，齐诚译．路面分析与设计．北京：人民交通出版社，1998．
[6] 湖北省交通规划设计院．襄樊至荆州高速公路两阶段施工图设计(第Ⅱ部分高速公路土建工程)．2000．
[7] 姚祖康主编．路面(第二版)．北京：人民交通出版社，1999．
[8] 武和平编著．高等级公路路面结构设计方法．北京：人民交通出版社，1999．
[9] 《采矿手册》编辑委员会编．采矿手册第2卷．北京：冶金工业出版社，1990．
[10] 李华、缪昌文、金志强编著．水泥混凝土路面修补技术．北京：人民交通出版社，1997．
[11] 山西省公路局主编．公路工程八大通病分析与防治．北京：人民交通出版社，1999．
[12] 高速公路丛书编委会．高速公路路面设计与施工．北京：人民交通出版社，2001．
[13] 邓学均、黄晓明编著．路面设计原理与方法．北京：人民交通出版社，2001．
[14] 武汉理工大学．襄(樊)—荆(州)高速公路水泥路面研究(五)水泥混凝土路面结构厚度没计与优化计算研究报告(内部资料)．2002年3月．
[15] 邓学均，陈荣生．刚性路面设计．北京：人民交通出版社，1992．
[16] 中华人民共和国交通部，JTJ071—98，公路工程质量检验评定标准。北京：人民交通出版社，1998
[17] 周伟 王选仓 主编，道路经济与管理，1998，人民交通出版社
[18] R. Gubiotti and H. Pestel. "Numeric Data Information Analysis Centers at Battelle." Numeric Database, 1984:71-104 Norwood, N. J.: Ablex.
[19] G. Carter. "Numerical Databases for Science and Technology." Numeric Database, 1984: 15-36: Norwood, N. J.: Ablex.
[20] D.B. Neumann. "Data Base Management Systems." CODATA, 1982.
[21] D. Lide. "General Review of Nun_rical Data Bases." CODATA, 1982.
[22] J. Rumble. "Planning and Designing Numeric Database Systems in Science and Technology." CODATA, 1982．
[23] G.C. Carter. "Mechanical Properties: A Review of Some Recent Developments." CODATA, 1983．
[24] H. Rohloff. "A Database System for Properties of Iron and Steel." CODATA, 1983．
[25] J.B. Biesaga. "The Relational Interface to the CDS ISIS Data Base." CODATA, 1983．
[26] J.H. Westbrook. "Some Considerations in the Design of Properties for a Computerized Materials Information System." CODATA, 1985．
[27] G. Dathe. "Peculiarities and Problems of Materials Engineering." CODATA, 1985．
[28] H.B. Landau. "Techniques for Integrating Bibliographic with Numeric Databases in Engineering." CODATA, 1985．
[29] S. Iwata. "Modeling in a Materials Database." CODATA, 1985．
[30] S.E. Jones. "Using a Relational DBMS in the Scientific Community." CODATA, 1985
[31] Clark, W.G., and R.E. Shannon. Tagging Lets You Test the Untestable." Advanced Materials and Processes. April 1990． pp. 59-69．
[32] Clark, W.G., Sadhir, R.K., and Junker, W.R. "ragged Adhesives for Improved Inspection." Materials Evaluation. Vol. 48, No. 1． January 1990． pp. 60-64．
[33] Hassett, K.L, Stecher, Linda C., and Hendrickson, D.N. "Polymer-Anchored Metal Oxide Particles. 1． Superparamagnetie Magnetite Mieroerystals Stabilized by Lignosulfonate." Inorganic Chemistry. Vol. 19． No. 2． 1980． pp. 416-422．
[34] Lignosite* FML Product Information Sheet. Georgia-Pacific Corporation. 300 West Laurel Street, Bellingham, Wa. 98225．
[35] Mayama, M., and Yamauchi, F. "A Magnetic Guide System Using the Ferrite Byproducts." Proceedings of Japan Society of Civil Engineers. No. 379． 1987． pp.102-106．
[36] Mayama, M., and Yamauchi, F. "Alga Reef Using Ferrite Byproducts." Fisheries Engineering. Vol. 23． No. 1． November 1986． pp. 7-12．
[37] Tsuji, T. "Ferrite-Technology Applications and Their Expansion from Electronics to Civil Engineering Fields." Proceedings of International Conference on Ferrite. 1984． pp. 573-581．
[38] Yamauchi, F., and Emoto, S. "Ferrite-Resin Composite Material for Vibration Damping." Recent Advances in Composites in the United States and Japan. ASTM
STP 864． Vin._ort,J.R., and Yaya, M., Editors. American
[39] ACI Committee 211． 1993a. Standard Practice for Selecting Proportions for Normal, Heavy Weight, and Mass Concrete (ACI 211． 1-91) . ACI Manual of Concrete Practice, part 1,47 pp.
[40] ACI Committee 212． 1993b. Chemical Admixtures for Concrete (ACI 212． 3R-91) . ACIManual of Concrete Practice, part 1, 31 pp.
[41] ACI Committee 225． 1993c. Guide to the Selection and Use of Hydraulic Cement (ACI 225R-91) . ACIManual of Concrete Practice, part 1,29 pp.
[42] ACI Committee 226． 1987． Use of Fly Ash in Concrete (ACI 226． 3R-87) . ACI Materials Journal, vol. 84, no. 5, September-October, pp. 381-409． America's Highways: Accelerating the Search for Innovation. 1984． Special Report 202,
[43] Transportation Research Board, National Research Council, Washington, D.C.
[44] Barnes, S. 1992． Runway Reconstruction Keeps Air Force Flying. Louisiana Contractor, July, pp. 18-19．
[45] Carter, P. D. 1991． Fibre Reinforced Pyrament Concrete Overlays. Proceedings of the Secondary Canadian Symposium on Cement and Concrete. The University of British Columbia, Vancouver, B.C., July 24-26, pp. 48-47．
[46] Greening, N. R. 1967． Some Causes for Variation in Required Amount of Air-Entraining
[47] Agent in Portland Cement Mortars. Journal of the PCA Research and Development Laboratories, vol. 9, no. 2, May, pp. 22-36．
[48] Jobse, H. J., and Moustafa, S.E. 1984． Applications of High Strength Concrete for Highway Bridges. PCI Journal, vol. 29, no. 3, May-June, pp. 44-73．
[49] Peterson,D.E., Life-Cycle Cost Analysis of Pavements, Synthesis of Highway Practice 122, Transportation Research Board, 1985
[50] American Association of State Highway and Transportation Officials, AASHTO Guide for Design of Pavement Structures-1993
[51] AASHTO Interim Guide for Design of Pavement Structures, 1972, Chapter Ⅲ Revised, 1981．
[52] Design and Construction, Continuously Reinforced Concrete Pavement, Continuously Reinforced Pavement Group.
[53] Asphalt Recycling and Reclaiming Association (ARRA)-Hot In-Place Recycling-First in the Line of Pavement Maintenance, HIR Technical Committee, Annapolis, Maryland ,1992．
[54] Button, Little, Estakhri - HIR of Asphalt Concrete., NCHRP Synthesis of Highway Practice, # 193, Transportation Research Board, Washington, DC, 1994.
[55] Button, Estakhri, Little - Performance and Cost of Selected HIR Projects, Transportation Research Record 1507, Transportation Research Board, Washington, DC, 1995.
[56] Fyvie, Ken - Observations, Comments and Test Data Related to the Operation of the Artec AR2000 Super Recycler, Terra Engineering Report, December 9, 1994.
[57] Terrel, Dr. Ronald L. - Observations Regarding the Performance of the AR2000 Super Recycler, Terrel Research letter to Artec International Recycling, December, 1994.
[58] Lee, Stephen, Q.S., Terrel, R.L. and Corbett, Michael - New Developments in Hot In-Place Recycling: Technology and Specification. Paper presented to the Canadian Technical Asphalt Association, Vancouver, B.C. November, 1998.
[59] Crawley, A.B. - Innovative Hot In-Place Recycling of Hot-Mix Asphalt Pavement in Mississippi. Paper published by the Journal of the Transportation Research Board, Record No. 1654, 1999.
[60] McCall, Neil R. - Source Emission Evaluation Report for the AR2000 Super Recycler, N.R. McCall & Associates, Victoria, BC, June, 1995.
[61] 胡圣，水泥砼路面结构模量反算方法的研究，[同济大学研究生论文]，1997
[62] 王青云，水泥混凝土硬路肩与右缘石连体滑模施工技术，公路，N3，1999
[63] 周富杰 孙立军 张汉斐等，旧水泥混凝土路面大修的实践总结与分析，公路，N5，1999
[64] 陈素生 刘明，水泥混凝十路面换板施工浅见，公路，N8，2000
[65] 傅智 王彦莹 何厚坤等，水泥混凝土路面设计规范修改建议，公路，N10，2000
[66] 蒋功雪，杨坚，高速公路水泥混凝土路面平整度施工质量控制的探讨，中南公路工程，N1，Vol 25，2000
[67] 方伟新，高等级公路沥青混凝土路面施工质量控制，中南公路工程，N2，Vol 26，2001