旧水泥路面表面纹理改造技术研究
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摘要
我国水泥混凝土路面发展迅速,已逐渐成为公路建设的重要选择。但是随着行车荷载和环境因素的不断作用,混凝土路面表面出现抗滑力不足、平整度下降等表面功能缺陷,严重影响行车舒适性和安全性。因此,如何有效改善旧水泥混凝土路面表面纹理,恢复和提高路面使用性能的研究已迫在眉睫。
本研究通过灰色关联理论对比分析旧水泥路面表面纹理不同改造技术性能,证明金刚石磨削路面具有优良的抗滑性、卓越的降噪性和耐久性,是旧水泥路面表面功能恢复的最优方案。通过研究磨削水泥混凝土路面抗滑机理、噪声特性及耐久性能,分析磨削刀头参数对磨削路面路用性能的影响,达到提高旧水泥混凝土路面抗滑性能、降低噪声、改善耐久性的目的。通过对磨削路面抗滑特性及轮胎／路面间摩擦力的分析,提出磨削水泥混凝土路面抗滑机理三分量模型。通过轮胎／路面噪声产生机理及其影响因素的分析,对磨削路面噪声特性进行了研究,提出磨削路面降噪机理。通过加速加载试验分析磨削路面的抗滑衰减规律,并依据此规律预测磨削路面的使用寿命。结合国外研究现状及实体工程,对金刚石磨削水泥混凝土路面的施工工艺及关键技术进行分析研究。
Cement concrete pavement has developed rapidly in recent years in China, so that it has gradually become an important choice in road construction. But as the traffic load and environmental factors constantly work, concrete road surface functional defects of sliding is less and the deterioration of smoothness affect the ride comfort and safety seriously, therefore, how to effectively improve the existing concrete pavement surface texture, restore and improve the performance of the road is imminent.
This study compared the different surface texture modification techniques of existing concrete pavement by gray theory to prove diamond grinding pavement is the optimal program which has excellent slip resistance, noise reduction and durability. By studying the sliding mechanism, performance of noise and durability of grinding concrete pavement, analysis grinding blade parameters on performance of grinding pavement, So as to enhance existing cement concrete pavement skid resistance, reduce noise and improve the durability. Through analysis of road anti-sliding properties and the friction between tire-pavement, the anti-sliding mechanisms of ground PCC pavement are obtained using three-component model. According to the analysis on tire-pavement noise generation mechanism and some influenced factors, noise characteristics of the grinding surface has been studied. Moreover, proposed noise reduction mechanism of grinding pavement.Analysis attenuation law of the skid resistance and predicate service life by accelerated test.Combination of foreign research presently and physical construction, analyzing the diamond grinding concrete pavement construction technology and key technology.
本研究通过灰色关联理论对比分析旧水泥路面表面纹理不同改造技术性能,证明金刚石磨削路面具有优良的抗滑性、卓越的降噪性和耐久性,是旧水泥路面表面功能恢复的最优方案。通过研究磨削水泥混凝土路面抗滑机理、噪声特性及耐久性能,分析磨削刀头参数对磨削路面路用性能的影响,达到提高旧水泥混凝土路面抗滑性能、降低噪声、改善耐久性的目的。通过对磨削路面抗滑特性及轮胎／路面间摩擦力的分析,提出磨削水泥混凝土路面抗滑机理三分量模型。通过轮胎／路面噪声产生机理及其影响因素的分析,对磨削路面噪声特性进行了研究,提出磨削路面降噪机理。通过加速加载试验分析磨削路面的抗滑衰减规律,并依据此规律预测磨削路面的使用寿命。结合国外研究现状及实体工程,对金刚石磨削水泥混凝土路面的施工工艺及关键技术进行分析研究。
Cement concrete pavement has developed rapidly in recent years in China, so that it has gradually become an important choice in road construction. But as the traffic load and environmental factors constantly work, concrete road surface functional defects of sliding is less and the deterioration of smoothness affect the ride comfort and safety seriously, therefore, how to effectively improve the existing concrete pavement surface texture, restore and improve the performance of the road is imminent.
This study compared the different surface texture modification techniques of existing concrete pavement by gray theory to prove diamond grinding pavement is the optimal program which has excellent slip resistance, noise reduction and durability. By studying the sliding mechanism, performance of noise and durability of grinding concrete pavement, analysis grinding blade parameters on performance of grinding pavement, So as to enhance existing cement concrete pavement skid resistance, reduce noise and improve the durability. Through analysis of road anti-sliding properties and the friction between tire-pavement, the anti-sliding mechanisms of ground PCC pavement are obtained using three-component model. According to the analysis on tire-pavement noise generation mechanism and some influenced factors, noise characteristics of the grinding surface has been studied. Moreover, proposed noise reduction mechanism of grinding pavement.Analysis attenuation law of the skid resistance and predicate service life by accelerated test.Combination of foreign research presently and physical construction, analyzing the diamond grinding concrete pavement construction technology and key technology.
引文
[1]傅智,李红,我国水泥混凝土路面30年建设成就与展望[J],公路交通科技,2008；
[2]2002～2007年全国公路交通统计公报[EB/OL].http://www.mns.gov.cn:
[3]Burge P.L, Travis K, Rado ZA.Comparison of Transverse Tined and Longitudinal Kandhal P, Lockett L.Construction and Performance of Ultrathin Asphalt Friction Course[R].National Center for Asphalt Technology Report No.97-5,1997;
[4]APRG. Ultra-thin Asphalt Surfacing. APRG Technical Notes 3 and 8.ARRB Transport Research. Australia.1994;
[5]Kendal P, Lockett L. Construction and Performance of Ultra Thin Asphalt Friction Course[R].National Center for Asphalt Technology Report No.97-5,1997;
[6]戴松,旧水泥混凝土路面状况评定及沥青罩面改造[C],广东：广东公路交通,2005；
[7]Rao, Yu, Khazanovich, Darter, and Mack. The Longevity and Performance of Diamond-Ground Concrete Pavements, Portland cement Association, RD118,1999;
[8]Richard Stubstad, Michael Darter, Chetana Rao, Tom Pyle, Walid Tabet.The Effectiveness of Diamond Grinding Concrete Pavements in California[R].Sacramento, California.2005;
[9]Missouri Diamond Grinding of PCCP:Update, Missouri Department of Transportation, RDT Brief 00-004, RI 96-025, June 2000;
[10]David babasiak.Concrete Pavement restoration the Georgia story [Z].Road&Bridges Magazine,1996(4);
[11]Kimberly Kayler, IGGA Announces Construction of First Diamond Ground Pavement Section in Australia [Z].2009;
[12]崔步云,喷砂凿毛在高速公路桥面铺装施工中的应用[J],施工技术,2008,3：96-97；
[13]刘清泉,水泥混凝土路面表面构造的修筑与养生[J],公路,2003(7)；
[14]和松,高效的路面防滑措施[J],公路交通科技,1995,NO.1；
[15]党劲,周琦峰,抛丸工艺在公路、桥梁上的应用[J].筑路机械与施工机械化,2005,3：1-3；
[16]路凯翼.国内外Novachip技术应用现状[J],交通部公路科学研究院,2006；
[17]何春木,Nova Chip技术试验路工程实践[J],华南理工大学,2007；
[18]Nova Chip(超薄磨耗层)系统设计施工指南[EB/OL],2007-10-29/2009-03-21;
[19]Samuel B Cooper, Louay N Mohammad 1NOVACHIPTM SURFACE TREAMENT Six Year Evaluation[R] Louisiana Transportation Research Center Technical Assistance Report Number 04-2TA,2004;
[20]John H Tension, Performance of Nova Chip in New Mexico[R], Rocky Mountain Asphalt Conference and Equipment Show,2003;
[21]吴英俊,用沥青罩面改造旧水泥混凝土路面技术[J],公路,2001,3：32-34；
[22]CRM薄层环氧抗滑层材料,重庆智翔铺道技术工程有限公司；
[23]Correa A L, Wong B, Concrete Pavement Rehabilitation Guide for Diamond Grinding [EB/OL]. http://www.fhwa.dot.gov/navement/concrete/diamond.cfm:
[24]Scot field L, SR202 PCCP Whisper Grinding Test Sections-Construction Report [EB/OL].http://www.igga.net/downloads/noise/Arizona-SR202-WhisperGrinding 10-21-03.pdf.2003-10:
[25]《第十八界世界道路会议报告汇编》(中文译本),布鲁塞尔,1987.9；
[26]Report of Technical Committee on Surface Characteristics. Proceeding of Sixth World Road Congress, Marrakesh,22.28 September 1991;
[27]刘清泉,路面表面特性及其优化选择[J].《北京公路》,第80期,1991.8；
[28]陈顺兴,刚性铺面刨磨工法研究[D],台湾国立中央大学硕士学位论文,2002；
[29]温诗铸,黄平, 《摩擦学原理》(第三版)[M],清华大学出版社,2008；
[30]王野平,论轮胎与路面间的摩擦,汽车技术,1999(2)；
[31]葛剑敏,刘春辉,郑联珠,轮胎与不平路面相互作用形成有效路面不平度的机理与应用分析,轮胎工业,2001(1)；
[32]彭旭东,谢友柏,冰雪路面汽车轮胎的摩擦机理研究,汽车技术,1998(4)；
[33]郭知涛,刻槽水泥混凝土路面抗滑降噪特性研究[D],长安大学硕士学位论文,2009；
[34]王凯英,陈辉,廖明军,低噪声水泥混凝土路面初探[J],市政技术,2006(3)；
[35]关元洪,轮胎恒速行驶噪声机理[J],轮胎工业,1999(19)；
[36]Hayden R E. Roadside noise from the interaction of a rolling type with the road surface. In:Marconi J Crocker. Proc. Of Purdue Noise Control Conference. Indian:Purdue University Imfayette,1971.59～64;
[37]魏鸿,凌天清,低噪声水泥混凝土路面的研究现状及前景分析[J],中外公路,2006(2)；
[38]Keijiro Iwao and Ichiro Yamasaki i. A study on the mechanism of tire-road noise [J]. JSA E Review,1996,17:1382144;
[39]M. Haeckel. Tire noise generate ion [J]. Wear,1986,113:1572170;
[40]Nilsson N A, Soederquist S, Bennerhult O. Air resonant radiation, a possible mechanism of high frequency noise from cross 2bar tires. IFM Akustikbyran Technical Report,1979;
[41]许新权,彭鹏峰,水泥路面／轮胎噪声影响因素分析[J],河北交通科技,2006(3)；
[42]叶国铮,道路噪音和沥青吸音降噪的试验研究[J],华南建设学院学报,2000(6)；
[43]Robert Otto Rasmussen, Robert P. W. Identifying,Quieter Concrete Pavements Using On-Board Sound Intensity [J] 2005;
[44]Paul Donavan,Illingworth & Rodkin, Quieting of Portland Cement Concrete Highway Surfaces with Texture Modifications [J], NOISE-CON 2005;
[45]Parsons Brinckerhoff Quade & Douglas, Roadway Pavement Grinding Noise Study[R], Salt Lake City,2000;
[46]陶志金,水泥混凝土路面轮胎／路面噪声与交通噪声评价方法研究[D],长安大学硕士学位论文,2009；
[47]谢勇成,提高水泥混凝土路面的耐磨技术[J],国外公路,1998(2)：33-35；
[48]霍明,水泥混凝土路面抗滑功能衰减规律及评价方法研究[D],长安大学硕士学位论文,2009；
[49]Shreenath Rao,H. Thomas Yu,Lev Khazanovich, Michael I. Darter, Longevity of Diamond-Ground Concrete Pavements.[D], American Concrete Pavement Association,1999;
[50]Correa A L, Wong B, Concrete Pavement Rehabilitation Guide for Diamond Grinding [EB/OL];
[51]Wenzel T H, Abadi F V, Shober S Fet al.The Effects of Grinding on PCC Pavements[J]. Transportation Research Record 1999,197-207;
[2]2002～2007年全国公路交通统计公报[EB/OL].http://www.mns.gov.cn:
[3]Burge P.L, Travis K, Rado ZA.Comparison of Transverse Tined and Longitudinal Kandhal P, Lockett L.Construction and Performance of Ultrathin Asphalt Friction Course[R].National Center for Asphalt Technology Report No.97-5,1997;
[4]APRG. Ultra-thin Asphalt Surfacing. APRG Technical Notes 3 and 8.ARRB Transport Research. Australia.1994;
[5]Kendal P, Lockett L. Construction and Performance of Ultra Thin Asphalt Friction Course[R].National Center for Asphalt Technology Report No.97-5,1997;
[6]戴松,旧水泥混凝土路面状况评定及沥青罩面改造[C],广东：广东公路交通,2005；
[7]Rao, Yu, Khazanovich, Darter, and Mack. The Longevity and Performance of Diamond-Ground Concrete Pavements, Portland cement Association, RD118,1999;
[8]Richard Stubstad, Michael Darter, Chetana Rao, Tom Pyle, Walid Tabet.The Effectiveness of Diamond Grinding Concrete Pavements in California[R].Sacramento, California.2005;
[9]Missouri Diamond Grinding of PCCP:Update, Missouri Department of Transportation, RDT Brief 00-004, RI 96-025, June 2000;
[10]David babasiak.Concrete Pavement restoration the Georgia story [Z].Road&Bridges Magazine,1996(4);
[11]Kimberly Kayler, IGGA Announces Construction of First Diamond Ground Pavement Section in Australia [Z].2009;
[12]崔步云,喷砂凿毛在高速公路桥面铺装施工中的应用[J],施工技术,2008,3：96-97；
[13]刘清泉,水泥混凝土路面表面构造的修筑与养生[J],公路,2003(7)；
[14]和松,高效的路面防滑措施[J],公路交通科技,1995,NO.1；
[15]党劲,周琦峰,抛丸工艺在公路、桥梁上的应用[J].筑路机械与施工机械化,2005,3：1-3；
[16]路凯翼.国内外Novachip技术应用现状[J],交通部公路科学研究院,2006；
[17]何春木,Nova Chip技术试验路工程实践[J],华南理工大学,2007；
[18]Nova Chip(超薄磨耗层)系统设计施工指南[EB/OL],2007-10-29/2009-03-21;
[19]Samuel B Cooper, Louay N Mohammad 1NOVACHIPTM SURFACE TREAMENT Six Year Evaluation[R] Louisiana Transportation Research Center Technical Assistance Report Number 04-2TA,2004;
[20]John H Tension, Performance of Nova Chip in New Mexico[R], Rocky Mountain Asphalt Conference and Equipment Show,2003;
[21]吴英俊,用沥青罩面改造旧水泥混凝土路面技术[J],公路,2001,3：32-34；
[22]CRM薄层环氧抗滑层材料,重庆智翔铺道技术工程有限公司；
[23]Correa A L, Wong B, Concrete Pavement Rehabilitation Guide for Diamond Grinding [EB/OL]. http://www.fhwa.dot.gov/navement/concrete/diamond.cfm:
[24]Scot field L, SR202 PCCP Whisper Grinding Test Sections-Construction Report [EB/OL].http://www.igga.net/downloads/noise/Arizona-SR202-WhisperGrinding 10-21-03.pdf.2003-10:
[25]《第十八界世界道路会议报告汇编》(中文译本),布鲁塞尔,1987.9；
[26]Report of Technical Committee on Surface Characteristics. Proceeding of Sixth World Road Congress, Marrakesh,22.28 September 1991;
[27]刘清泉,路面表面特性及其优化选择[J].《北京公路》,第80期,1991.8；
[28]陈顺兴,刚性铺面刨磨工法研究[D],台湾国立中央大学硕士学位论文,2002；
[29]温诗铸,黄平, 《摩擦学原理》(第三版)[M],清华大学出版社,2008；
[30]王野平,论轮胎与路面间的摩擦,汽车技术,1999(2)；
[31]葛剑敏,刘春辉,郑联珠,轮胎与不平路面相互作用形成有效路面不平度的机理与应用分析,轮胎工业,2001(1)；
[32]彭旭东,谢友柏,冰雪路面汽车轮胎的摩擦机理研究,汽车技术,1998(4)；
[33]郭知涛,刻槽水泥混凝土路面抗滑降噪特性研究[D],长安大学硕士学位论文,2009；
[34]王凯英,陈辉,廖明军,低噪声水泥混凝土路面初探[J],市政技术,2006(3)；
[35]关元洪,轮胎恒速行驶噪声机理[J],轮胎工业,1999(19)；
[36]Hayden R E. Roadside noise from the interaction of a rolling type with the road surface. In:Marconi J Crocker. Proc. Of Purdue Noise Control Conference. Indian:Purdue University Imfayette,1971.59～64;
[37]魏鸿,凌天清,低噪声水泥混凝土路面的研究现状及前景分析[J],中外公路,2006(2)；
[38]Keijiro Iwao and Ichiro Yamasaki i. A study on the mechanism of tire-road noise [J]. JSA E Review,1996,17:1382144;
[39]M. Haeckel. Tire noise generate ion [J]. Wear,1986,113:1572170;
[40]Nilsson N A, Soederquist S, Bennerhult O. Air resonant radiation, a possible mechanism of high frequency noise from cross 2bar tires. IFM Akustikbyran Technical Report,1979;
[41]许新权,彭鹏峰,水泥路面／轮胎噪声影响因素分析[J],河北交通科技,2006(3)；
[42]叶国铮,道路噪音和沥青吸音降噪的试验研究[J],华南建设学院学报,2000(6)；
[43]Robert Otto Rasmussen, Robert P. W. Identifying,Quieter Concrete Pavements Using On-Board Sound Intensity [J] 2005;
[44]Paul Donavan,Illingworth & Rodkin, Quieting of Portland Cement Concrete Highway Surfaces with Texture Modifications [J], NOISE-CON 2005;
[45]Parsons Brinckerhoff Quade & Douglas, Roadway Pavement Grinding Noise Study[R], Salt Lake City,2000;
[46]陶志金,水泥混凝土路面轮胎／路面噪声与交通噪声评价方法研究[D],长安大学硕士学位论文,2009；
[47]谢勇成,提高水泥混凝土路面的耐磨技术[J],国外公路,1998(2)：33-35；
[48]霍明,水泥混凝土路面抗滑功能衰减规律及评价方法研究[D],长安大学硕士学位论文,2009；
[49]Shreenath Rao,H. Thomas Yu,Lev Khazanovich, Michael I. Darter, Longevity of Diamond-Ground Concrete Pavements.[D], American Concrete Pavement Association,1999;
[50]Correa A L, Wong B, Concrete Pavement Rehabilitation Guide for Diamond Grinding [EB/OL];
[51]Wenzel T H, Abadi F V, Shober S Fet al.The Effects of Grinding on PCC Pavements[J]. Transportation Research Record 1999,197-207;