树脂砂浆板式轨道结构分析与试验研究
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摘要
目前国内正处于一个发展高速铁路的黄金时期,无砟轨道将会得到更广泛的应用。在我国修建客运专线的过程中,以板式无砟轨道为主,如何在现有的板式无砟轨道的基础上进一步的改善提高,更好的应用于我国铁路的建设中已显得迫在眉睫。传统的CA砂浆材料虽有价格较低,使用成本较低的优点,,但也存在许多本身难以克服的缺点,本文在CRTSI型板式无砟轨道结构型式的基础上提出了一种的新的轨道型式,以树脂砂浆代替CA砂浆做为调整层,并建立有限元模型以及试验研究证明其可行性。
首先,对树脂砂浆材料的力学性能做了抗压试验、抗拉试验、抗剪试验,试验结果表明,树脂砂浆材料的力学性能能够满足要求。
再次,根据CRTSI型板式无砟轨道结构型式,对树脂砂浆板式轨道结构做了初步设计研究,并建立有限元模型对结构作了力学分析,力学分析结果表明,此结构是安全可靠的：
其次,对树脂砂浆板式轨道结构进行了试验研究,包括静载试验(垂直静载试验与水平静载试验)、疲劳试验,结果表明,树脂砂浆板式轨道承载力满足要求。
Currently the development of high-speed railway is in a golden age in China. Ballastless track will be more widely applied in the future. Slab track is the main form in the construction of passenger line in China. It is imminent to improve the now existing slab track form to make it better used in the future construction. Although the traditional CA mortar material has the advantage of cheaper price and lower cost, it still has some unconquerable weakness. This paper brings up a new track form based on the CRST1 ballastless track. Resin mortar material will substitute CA mortar material as the adjusting layer. Also the paper will build a finite element model and corresponding experiment to prove the feasibility of this new track form.
First, Compression test, tensile test and shear test were done on resin mortar material to prove its mechanical properties. The experiment results show that the mechanical properties of resin mortar material can satisfy the requirements.
Second, based on the structure form of CRSTI slab, a preliminary research was preceded on the structure of resin mortar slab track and a finite element model was build to analyze the mechanical properties of the structure. The analysis results prove that this structure is safe and reliable.
Third, a experimental research was done on the structure of the resin slab track. Including static load test(vertical and horizontal load test), fatigue test. The test results show that the bearing capacity of the resin mortar slab track also meet the requirements.
首先,对树脂砂浆材料的力学性能做了抗压试验、抗拉试验、抗剪试验,试验结果表明,树脂砂浆材料的力学性能能够满足要求。
再次,根据CRTSI型板式无砟轨道结构型式,对树脂砂浆板式轨道结构做了初步设计研究,并建立有限元模型对结构作了力学分析,力学分析结果表明,此结构是安全可靠的：
其次,对树脂砂浆板式轨道结构进行了试验研究,包括静载试验(垂直静载试验与水平静载试验)、疲劳试验,结果表明,树脂砂浆板式轨道承载力满足要求。
Currently the development of high-speed railway is in a golden age in China. Ballastless track will be more widely applied in the future. Slab track is the main form in the construction of passenger line in China. It is imminent to improve the now existing slab track form to make it better used in the future construction. Although the traditional CA mortar material has the advantage of cheaper price and lower cost, it still has some unconquerable weakness. This paper brings up a new track form based on the CRST1 ballastless track. Resin mortar material will substitute CA mortar material as the adjusting layer. Also the paper will build a finite element model and corresponding experiment to prove the feasibility of this new track form.
First, Compression test, tensile test and shear test were done on resin mortar material to prove its mechanical properties. The experiment results show that the mechanical properties of resin mortar material can satisfy the requirements.
Second, based on the structure form of CRSTI slab, a preliminary research was preceded on the structure of resin mortar slab track and a finite element model was build to analyze the mechanical properties of the structure. The analysis results prove that this structure is safe and reliable.
Third, a experimental research was done on the structure of the resin slab track. Including static load test(vertical and horizontal load test), fatigue test. The test results show that the bearing capacity of the resin mortar slab track also meet the requirements.
引文
[1]赵国堂.高速铁路无砟轨道结构.中国铁道出版社.2006.北京
[2]王其昌韩启孟编译.板式轨道设计与施工.西南交通大学出版社.2002.成都
[3]何华武.无砟轨道技术.中国铁道出版社.2005.北京
[4]王其昌.高速铁路土木工程.西南交通大学出版社.1999.成都
[5]中华人民共和国铁道部.新建时速300-350公里客运专线铁路设计暂行规定(上、下),中国铁道出版社,2007.03.北京
[6]李成辉,轨道,西南交大出版社.2005.成都
[7]郝瀛.铁道工程。中国铁道出版社.2004.北京
[8]中华人民共和国铁道部.客运专线无砟轨道铁路设计指南.中国铁道出版社.2005.10.北京
[9]卢祖文.铁路轨道结构及修理.中国铁道出版社.2002.北京
[10]卢祖文.客运专线铁路轨道.中国铁道出版社.2005.北京
[11]铁道部工程管理中心.成灌线城际铁路无砟轨道试验段立项建议书.2009.北京
[12]范俊杰.现代铁路轨道.中国铁道出版社.2000.北京
[13]佐藤吉彦著.徐涌译.新轨道力学.中国铁道出版社.2001.11.北京
[14]陈秀方.轨道工程.中国建筑工业出版社.2005.北京
[15]Stangard Practice for ConductingForce Controlled Constant Amp litude Axial FatigueTests of Metallic Materials[S]. ASTME466-1996
[16]王其昌.无砟轨道钢轨扣件.西南交通大学出版社.2006.成都
[17]王平,李成辉.告诉铁路线路工程设计理论、施工及养护技术国际学术会议论文集.西南交通大学出版社.2009.成都
[18]任静.板式轨道研究与设计初探.铁道标准设计.1996
[19]冈田宏.日本新干线的现状和未来的发展.中国铁道科学.2002(2)
[20]德国旭普林公司.旭普林无砟轨道系统技术报告书.
[21]童大埙.铁路轨道.中国铁道出版社.1988.北京
[22]Bernhard Lichtberger.轨道手册.Tetzlaff出版社.2003.德国
[23]Ioannides, A. M. and Korovesis, G. T. Analysis and design of doweled slab-on-grade pavement systems. Transportation Engineering Jou-rnal, ASCE,1992,118(TE6):745-768
[24]龚曙光,谢桂兰.ANSYS操作命令与参数化编程.机械工业出版社.2004.北京
[25]邵蕰秋.ANSYS 8.0有限元分析实例导航.中国铁道出版社.2004.北京
[26]李景勇.有限元法.北京邮电大学出版社.2002.北京
[27]唐兴伦,范群波等.ANSYS工程应用教程热与电磁学篇.中国铁道出版社.2003.北京
[28]李围.ANSYS土木工程应用实例(第二版).中国水利水电出版社.2006
[29]《公路工程水泥及水泥混凝土试验规程》.(JTG E30-2005)
[30]《水泥混凝土试件制作与硬化水泥混凝土现场取样方法》.(T0051-2005)
[31]刘成宇.土力学(第二版).中国铁道出版社.1997.北京
[32]赵顺波,靳彩,赵瑜,李凤兰.工程结构试验[M].郑州：黄河水利出版社.2001.
[33]唐志兴：黄永成.改性环氧树脂的研究与应用.工程科技,Engineering Technology & Management.2006年01期
[34]胡以强,潘红良.国内外环氧结构胶粘剂发展动向[J].中国胶粘剂,1996,(02).
[35]吴秉灵.双氰胺衍生物—环氧树脂固化体系的研究[J].绝缘材料通讯,1990,(01).
[36]M. Wun-Fogle, H. T. Savage, M. L. Spano. Enhancement of magnetostrictive effects for sensor applications[J]. Journal of Materials Enginee ring,1989,11(1)
[37]Stanford Research Systems Model SR830 DSP Lock-inAmplifierRe v.2.1.2004,:3. 1～3 25. Huang Lul, Zhang Zhonghua2, Zhao Weil (1. De partment of Electrical Engineering, Tsinghua University,Beijing 1 00084, China,2. National Institute of Metrology, Beijing 100013, Chi na). The development of AC resistance standard investigation
[38]高振东：王凯.浅谈桥梁结构静载试验.黑龙江科技信息.2009／07
[39]邓华锐.桥梁静力荷载试验的内容及方法简析[J].科技资讯,2009(10)
[40]徐敏李宇峙张平.环氧树脂混凝土的疲劳试验研究.中外公路.2009／01
[41]王胜辉：陈进;吴益文.小试样的疲劳试验及其夹具设计.理化检验(物理分册).2009年04期
[42]Pronk, A. C. The Pasternak foundaion—an attractive for the Winkle r foundation. Proceedings,5th international Conference on Concre te Pavement Design and Rehabilitaion. Purdue University,1993, vol. 1:349-357
[43]A. Boddy, E. Bentz, M. D. A. Thomas, R. D. Hooton. An overview and sen sitivity study of a multimechanistic chloride transport mode. Ce ment and Concrete Research,1999(29):827—837
[44]张本华,杨玉芬.疲劳试验研究进展[J].实验室科学,2006,(02)
[45]DANIEL JO SIAS. Development of a Simplified Fatigue Test and An alysis Procedure using a Viscoelastic, Continuum Damage Model a nd its Implementation to WesTrack Mixtures.North Carolina Stat e University,2001,:4-20
[46]Jorge B. Sousa, Ph. D, Jorge c. Pais, Manuel Prates, RuiBarros, Pierre L anglois, Anne-Marie Leclerc. Effect ofAggregate Gradation on Fati gue Life of Asphalt ConcreteMixes.1998
[47]王秋会;李昌宁.几种特殊无砟轨道板的受力探讨及仿真分析.铁道标准设计.2009／S1
[48]JelteBos, HerkeStuit. AnewPhilosoPhyoftrackbuildingDeetTraek. RailInternational.2000(1)
[49]MitsuoHanawa. TCtyPelow—maintenaneetraekforexistinglines. Rail International.1999(3)
[50]AntonioCabrera. P. E. TraekeonditionevaluationatMTA—NewYork eityTransit. RailEngineeringInternationalEdition.1998(2)
[51]EdgarDarr. FullsealetestswithballastlesstraekbetweenMannheimand Karlsruhe. Rl, R.1997(1)
[52]KurtGerlich. BallastlesstraeksonBridges. RTR.1995(2)
[53]voshihikosato. Theoretiealanalysesandexperimentalresultsontrack moduliwithuseofwheelsetdroPtest. VehielesystemdynamiessuPPlement. 1995(24)
[54]李雪松.严寒地区CRTS I板式无砟轨道板制造工艺.山西建筑.2009年.32期
[2]王其昌韩启孟编译.板式轨道设计与施工.西南交通大学出版社.2002.成都
[3]何华武.无砟轨道技术.中国铁道出版社.2005.北京
[4]王其昌.高速铁路土木工程.西南交通大学出版社.1999.成都
[5]中华人民共和国铁道部.新建时速300-350公里客运专线铁路设计暂行规定(上、下),中国铁道出版社,2007.03.北京
[6]李成辉,轨道,西南交大出版社.2005.成都
[7]郝瀛.铁道工程。中国铁道出版社.2004.北京
[8]中华人民共和国铁道部.客运专线无砟轨道铁路设计指南.中国铁道出版社.2005.10.北京
[9]卢祖文.铁路轨道结构及修理.中国铁道出版社.2002.北京
[10]卢祖文.客运专线铁路轨道.中国铁道出版社.2005.北京
[11]铁道部工程管理中心.成灌线城际铁路无砟轨道试验段立项建议书.2009.北京
[12]范俊杰.现代铁路轨道.中国铁道出版社.2000.北京
[13]佐藤吉彦著.徐涌译.新轨道力学.中国铁道出版社.2001.11.北京
[14]陈秀方.轨道工程.中国建筑工业出版社.2005.北京
[15]Stangard Practice for ConductingForce Controlled Constant Amp litude Axial FatigueTests of Metallic Materials[S]. ASTME466-1996
[16]王其昌.无砟轨道钢轨扣件.西南交通大学出版社.2006.成都
[17]王平,李成辉.告诉铁路线路工程设计理论、施工及养护技术国际学术会议论文集.西南交通大学出版社.2009.成都
[18]任静.板式轨道研究与设计初探.铁道标准设计.1996
[19]冈田宏.日本新干线的现状和未来的发展.中国铁道科学.2002(2)
[20]德国旭普林公司.旭普林无砟轨道系统技术报告书.
[21]童大埙.铁路轨道.中国铁道出版社.1988.北京
[22]Bernhard Lichtberger.轨道手册.Tetzlaff出版社.2003.德国
[23]Ioannides, A. M. and Korovesis, G. T. Analysis and design of doweled slab-on-grade pavement systems. Transportation Engineering Jou-rnal, ASCE,1992,118(TE6):745-768
[24]龚曙光,谢桂兰.ANSYS操作命令与参数化编程.机械工业出版社.2004.北京
[25]邵蕰秋.ANSYS 8.0有限元分析实例导航.中国铁道出版社.2004.北京
[26]李景勇.有限元法.北京邮电大学出版社.2002.北京
[27]唐兴伦,范群波等.ANSYS工程应用教程热与电磁学篇.中国铁道出版社.2003.北京
[28]李围.ANSYS土木工程应用实例(第二版).中国水利水电出版社.2006
[29]《公路工程水泥及水泥混凝土试验规程》.(JTG E30-2005)
[30]《水泥混凝土试件制作与硬化水泥混凝土现场取样方法》.(T0051-2005)
[31]刘成宇.土力学(第二版).中国铁道出版社.1997.北京
[32]赵顺波,靳彩,赵瑜,李凤兰.工程结构试验[M].郑州：黄河水利出版社.2001.
[33]唐志兴：黄永成.改性环氧树脂的研究与应用.工程科技,Engineering Technology & Management.2006年01期
[34]胡以强,潘红良.国内外环氧结构胶粘剂发展动向[J].中国胶粘剂,1996,(02).
[35]吴秉灵.双氰胺衍生物—环氧树脂固化体系的研究[J].绝缘材料通讯,1990,(01).
[36]M. Wun-Fogle, H. T. Savage, M. L. Spano. Enhancement of magnetostrictive effects for sensor applications[J]. Journal of Materials Enginee ring,1989,11(1)
[37]Stanford Research Systems Model SR830 DSP Lock-inAmplifierRe v.2.1.2004,:3. 1～3 25. Huang Lul, Zhang Zhonghua2, Zhao Weil (1. De partment of Electrical Engineering, Tsinghua University,Beijing 1 00084, China,2. National Institute of Metrology, Beijing 100013, Chi na). The development of AC resistance standard investigation
[38]高振东：王凯.浅谈桥梁结构静载试验.黑龙江科技信息.2009／07
[39]邓华锐.桥梁静力荷载试验的内容及方法简析[J].科技资讯,2009(10)
[40]徐敏李宇峙张平.环氧树脂混凝土的疲劳试验研究.中外公路.2009／01
[41]王胜辉：陈进;吴益文.小试样的疲劳试验及其夹具设计.理化检验(物理分册).2009年04期
[42]Pronk, A. C. The Pasternak foundaion—an attractive for the Winkle r foundation. Proceedings,5th international Conference on Concre te Pavement Design and Rehabilitaion. Purdue University,1993, vol. 1:349-357
[43]A. Boddy, E. Bentz, M. D. A. Thomas, R. D. Hooton. An overview and sen sitivity study of a multimechanistic chloride transport mode. Ce ment and Concrete Research,1999(29):827—837
[44]张本华,杨玉芬.疲劳试验研究进展[J].实验室科学,2006,(02)
[45]DANIEL JO SIAS. Development of a Simplified Fatigue Test and An alysis Procedure using a Viscoelastic, Continuum Damage Model a nd its Implementation to WesTrack Mixtures.North Carolina Stat e University,2001,:4-20
[46]Jorge B. Sousa, Ph. D, Jorge c. Pais, Manuel Prates, RuiBarros, Pierre L anglois, Anne-Marie Leclerc. Effect ofAggregate Gradation on Fati gue Life of Asphalt ConcreteMixes.1998
[47]王秋会;李昌宁.几种特殊无砟轨道板的受力探讨及仿真分析.铁道标准设计.2009／S1
[48]JelteBos, HerkeStuit. AnewPhilosoPhyoftrackbuildingDeetTraek. RailInternational.2000(1)
[49]MitsuoHanawa. TCtyPelow—maintenaneetraekforexistinglines. Rail International.1999(3)
[50]AntonioCabrera. P. E. TraekeonditionevaluationatMTA—NewYork eityTransit. RailEngineeringInternationalEdition.1998(2)
[51]EdgarDarr. FullsealetestswithballastlesstraekbetweenMannheimand Karlsruhe. Rl, R.1997(1)
[52]KurtGerlich. BallastlesstraeksonBridges. RTR.1995(2)
[53]voshihikosato. Theoretiealanalysesandexperimentalresultsontrack moduliwithuseofwheelsetdroPtest. VehielesystemdynamiessuPPlement. 1995(24)
[54]李雪松.严寒地区CRTS I板式无砟轨道板制造工艺.山西建筑.2009年.32期