高速公路沥青砼废料再生应用研究
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摘要
随着使用期的延长，高等级公路大量进入维修养护期，维修养护、翻修重建的任务越来越重，路面维修产生的废旧路面材料的再生利用问题日益显现。我国高速公路绝大部分为沥青路面结构，按照初步统计，全国高速公路平均每年将产生接近4000万吨的废旧沥青混合料。大量的废旧沥青材料如果当作建筑垃圾遗弃，必然造成巨大的资源浪费、经济损失、环保压力。在这样的形势下，我们着手开展沥青铣刨料再生应用研究。
本论文通过对高速公路路面大中型修补中产生沥青铣刨料性能分析，结合国际国内沥青再生机理及再生技术成果，通过掺配一定比例的新集料和新沥青或再生剂(铣刨料中旧沥青老化严重)来改善沥青铣刨料性能，使之符合标准混合料性能指标。通过加装沥青铣刨料处置设备并使之与现有拌和设备连接，使再生技术应用得以批量化、产业化。同时进行试验路段的试铺，对技术成果各项指标进行验证。
本论文针对山西省高速公路沥青路面破损特点，通过改装普通拌和设备使之达到再生功能，不仅可以将大批量沥青混合料得以回收利用，而且减少设备投资成本，提高了经济效益，同时降低对环境的影响与对生态资源的破坏，具有良好的经济效益与社会效益。
With the extend of the expressway, the maintainance of road surface is getting large, theproblem produced by the abolish material is faced to us. Our expressways are mainly made withasphalt material .According to summary, there are about 4,000 million tons or so produced inexpressway maintainance, what has brought the waste of resource, economy damage andenviorment preserving. Under the condition, we began our research.
The purpose of this thesis is based on the function analyze of asphalt milling materialproduced by the large and medium-sized expressway road surface maintainment engineering,combining with international and national asphaltt regenerate technology achievements,improving the function of asphalt milling material by mixing a certain scale of new material andnew asphalt or regenerate preparation, because of the serious ageing of old asphalt in millingmaterial, in order to conform to the norm of standard mixing material.
Adding asphalt milling material handling equipments, and connecting it to existing mixingequipment, the regenerate technology can be hatched and industrialized. At the same time, thisproject can pave the experiment road to test the norms of technology achievements.
This thesis not only can reuse lots of asphalt mixed material, increase the economicefficiency, but also can reduced the effection to envionmemt and the destroy to ecology resource,possessing excellent economic efficiency and social benefit.
本论文通过对高速公路路面大中型修补中产生沥青铣刨料性能分析，结合国际国内沥青再生机理及再生技术成果，通过掺配一定比例的新集料和新沥青或再生剂(铣刨料中旧沥青老化严重)来改善沥青铣刨料性能，使之符合标准混合料性能指标。通过加装沥青铣刨料处置设备并使之与现有拌和设备连接，使再生技术应用得以批量化、产业化。同时进行试验路段的试铺，对技术成果各项指标进行验证。
本论文针对山西省高速公路沥青路面破损特点，通过改装普通拌和设备使之达到再生功能，不仅可以将大批量沥青混合料得以回收利用，而且减少设备投资成本，提高了经济效益，同时降低对环境的影响与对生态资源的破坏，具有良好的经济效益与社会效益。
With the extend of the expressway, the maintainance of road surface is getting large, theproblem produced by the abolish material is faced to us. Our expressways are mainly made withasphalt material .According to summary, there are about 4,000 million tons or so produced inexpressway maintainance, what has brought the waste of resource, economy damage andenviorment preserving. Under the condition, we began our research.
The purpose of this thesis is based on the function analyze of asphalt milling materialproduced by the large and medium-sized expressway road surface maintainment engineering,combining with international and national asphaltt regenerate technology achievements,improving the function of asphalt milling material by mixing a certain scale of new material andnew asphalt or regenerate preparation, because of the serious ageing of old asphalt in millingmaterial, in order to conform to the norm of standard mixing material.
Adding asphalt milling material handling equipments, and connecting it to existing mixingequipment, the regenerate technology can be hatched and industrialized. At the same time, thisproject can pave the experiment road to test the norms of technology achievements.
This thesis not only can reuse lots of asphalt mixed material, increase the economicefficiency, but also can reduced the effection to envionmemt and the destroy to ecology resource,possessing excellent economic efficiency and social benefit.
引文
[1] 吕伟民，严家汲．沥青路面再生技术．北京：人民交通出版社，1989，56-78
[2] 郭忠印，李立寒．沥青路面施工与养护技术．北京：人民交通出版社，2003，167-193
[3] Zou J.; Gupta YP., Adaptive single prediction controler, Control and Intelligent Systems v27 n 3 1999, 132-139
[4] Kallas:flexible pavement mixture design using reclaimed asphalt concrete. 《Research Report No》 Bernard F, 1984, 231-245
[5] J.C. Petersen. Asphalt Oxidation-An Overview including a New Model for Oxidation Proposing that Physicochemical Factors Dominate the Oxidation Kinetics. Fuel Sci Techmol Int'; 1993, 11(1):57-58
[6] Jemison H B, Davison R R. F ractionation of asphalt materials by using supercritical cyclohexane and pentane. Fuel SciTechno I Int' I, 1995, 13 (5) :638-665
[7] Takahashi, Yasundo, Adaptive predictive control of nonlinear time-varying systems using neural network, 1993 IEEE International Conference on Neural Networks 1993 IEEE Int. Conf. Neural Networks 1993. Published by IEEE. IEEE Service Center. Piscatawav. NJ. USA. 1464-1468
[8] Alba, E, On-Line Real-Time Measurement and Control of Aggregate Gradation in Asphalt Plants; Rept. of investigation (Final) Apr 93-Mar 95
[9] Heejune Lee; Schmitt, R. L.; Hui-Ping Tsemg; Russel, J. S.; Bahia, H. U., Automated quality control of hot-mix asphalt construction operation. Proceedings of 16th International Symposium on Robotics and Automation in Construction(1SARC 99)
[10] 美国地沥青协会著．唐质勇译．沥青热拌再生利用．北京：人民交通出版社，1988
[11] Dumont, Guy A.; Martin-Sanchez, Juan M.; Zervos, Christos C., Comparison of an auto-tuned PID regulator and an adaptive predictive control system on an industrial bleach plant Automatic v 25 n 1 Jan 1989, 30-40
[12] JohnSulivan. Pavement Recycling Executive Summary and Report. FHWA-SA-95-060, Federal Highway Administration, Washington, D.C. March1996
[13] 黄晓明，赵永利．路用沥青再生剂的研究．国外建材科技，2001，22(4)：47-50
[14] 张得勤主编．石油沥青的生产与应用．北京：中国石化出版社，2001，77-80
[15] 魏孝群，关阔．沥青的回收与再生．辽宁交通科技，2001，24(5)：5-6
[16] 颜彬，徐世法，高金歧，高原．沥青再生技术的现状与发展．北京建筑工程学院报，2005-01-05
[17] 韩世新，于润海．旧沥青路面再生利用可行性分析．辽宁交通科技，1997，20(5)：30-32
[18] Cholla, B.H.; Tran, YT; Zenewitz, J.A.; Kumari, D.; Boone, JA Changes Occurring in Asphalts in Drum Dryer and Batch (Pug Mill) Mixing0perations; Final rept. Jul 85-Jul 88
[19] Wei Chen; Guo Lei, Prediction-based discrete-time adaptive nonlinear stochastic control, IEEE Transactions on Automatic Control v 44 n 9 1999, 1725-1729
[20] 徐培华，胡长顺．高等级路基路面养护技术．北京：人民交通出版社，2003，103-112
[21] 胡长顺，黄辉华．高等级公路路基路面施工技术．北京：人民交通出版社，1995，78-103
[22] 中华人民共和国行业标准．《公路沥青路面养护技术规范》(JTJ073．2-2001)．人民交通出版社．2001．
[23] Yousefi A, Roy C. Effect of used-tire-derived oil residue on the properties of polymer-modified asphalts. Fuel, 2000, 79(8):975-986
[24] 陈慧敏，郑毓权．道路沥青的粘度和粘温关系．1989，5，51-56
[25] Linnainmaa. Mutagenicity of bitumen and asphalt fumes. Toxicology in Vitro, 2003, 17(4):403-412
[26] 拾方治，孙大权，吕伟民．沥青路面再生技术简介．石油沥青，2004．18(5)：46-89
[27] 黄煜镔，吕伟民，周小平．沥青路面再生技术的原理与应用．重庆建筑大学学报，2004-06-19
[28] 黄建跃，刘先淼．谈发展沥青再生技术的几个关键问题．公路，2003，8，45-82
[29] 武移风．化学热力学在沥青再生中的应用：[东南大学硕士学位论文]．南京：东南大学公路工程学院，1985，40-54
[30] 沈国印．沥青混凝土路面再生利用试验分析．公路，2003，(5)：107-110
[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．北京：人民交通出版社，2001，118-134
[32] 汪仁煌等．沥青混凝土搅拌机料温控制系统．计算技术与自动化(中南6省会议论文集—1998年)
[33] 中华人民共和国行业标准．《公路养护质量检查评定方法》(试行)．人民交通出版社．2003．
[34] 翁大庆，李从光．旧沥青混合料再生利用技术的探索与实践．公路，2002，7，29-36
[35] 赵云辰，郭伟．浅析沥青混合料再生利用．黑龙江交通科技，2006，92-144
[36] So Nan, Chen JS. Engineering properties of asphalt concrete made with recycled glass. Resources, Conservation and Recycling, 2002, 35(4):259-274
[37] 孙祖望．沥青路面再生技术的现状与发展(一)建筑机械，2005，78-92
[38] 黄晓明，江臣．沥青路面再生利用试验分析．岩土工程学报，2001(7)：468-471
[39] 刘军，李和平．利用复合添加剂再生沥青．公路，2004，1，48-56
[40] 王永刚，廖克检，杨彦海等．废旧沥青的再生．石化技术与应用，2003，21(2)：134-13
[41] 苏红权，蓝中原．废旧油渣再生利用及施工方法探讨．黑龙江交通科技，1996，(2)：39-40
[2] 郭忠印，李立寒．沥青路面施工与养护技术．北京：人民交通出版社，2003，167-193
[3] Zou J.; Gupta YP., Adaptive single prediction controler, Control and Intelligent Systems v27 n 3 1999, 132-139
[4] Kallas:flexible pavement mixture design using reclaimed asphalt concrete. 《Research Report No》 Bernard F, 1984, 231-245
[5] J.C. Petersen. Asphalt Oxidation-An Overview including a New Model for Oxidation Proposing that Physicochemical Factors Dominate the Oxidation Kinetics. Fuel Sci Techmol Int'; 1993, 11(1):57-58
[6] Jemison H B, Davison R R. F ractionation of asphalt materials by using supercritical cyclohexane and pentane. Fuel SciTechno I Int' I, 1995, 13 (5) :638-665
[7] Takahashi, Yasundo, Adaptive predictive control of nonlinear time-varying systems using neural network, 1993 IEEE International Conference on Neural Networks 1993 IEEE Int. Conf. Neural Networks 1993. Published by IEEE. IEEE Service Center. Piscatawav. NJ. USA. 1464-1468
[8] Alba, E, On-Line Real-Time Measurement and Control of Aggregate Gradation in Asphalt Plants; Rept. of investigation (Final) Apr 93-Mar 95
[9] Heejune Lee; Schmitt, R. L.; Hui-Ping Tsemg; Russel, J. S.; Bahia, H. U., Automated quality control of hot-mix asphalt construction operation. Proceedings of 16th International Symposium on Robotics and Automation in Construction(1SARC 99)
[10] 美国地沥青协会著．唐质勇译．沥青热拌再生利用．北京：人民交通出版社，1988
[11] Dumont, Guy A.; Martin-Sanchez, Juan M.; Zervos, Christos C., Comparison of an auto-tuned PID regulator and an adaptive predictive control system on an industrial bleach plant Automatic v 25 n 1 Jan 1989, 30-40
[12] JohnSulivan. Pavement Recycling Executive Summary and Report. FHWA-SA-95-060, Federal Highway Administration, Washington, D.C. March1996
[13] 黄晓明，赵永利．路用沥青再生剂的研究．国外建材科技，2001，22(4)：47-50
[14] 张得勤主编．石油沥青的生产与应用．北京：中国石化出版社，2001，77-80
[15] 魏孝群，关阔．沥青的回收与再生．辽宁交通科技，2001，24(5)：5-6
[16] 颜彬，徐世法，高金歧，高原．沥青再生技术的现状与发展．北京建筑工程学院报，2005-01-05
[17] 韩世新，于润海．旧沥青路面再生利用可行性分析．辽宁交通科技，1997，20(5)：30-32
[18] Cholla, B.H.; Tran, YT; Zenewitz, J.A.; Kumari, D.; Boone, JA Changes Occurring in Asphalts in Drum Dryer and Batch (Pug Mill) Mixing0perations; Final rept. Jul 85-Jul 88
[19] Wei Chen; Guo Lei, Prediction-based discrete-time adaptive nonlinear stochastic control, IEEE Transactions on Automatic Control v 44 n 9 1999, 1725-1729
[20] 徐培华，胡长顺．高等级路基路面养护技术．北京：人民交通出版社，2003，103-112
[21] 胡长顺，黄辉华．高等级公路路基路面施工技术．北京：人民交通出版社，1995，78-103
[22] 中华人民共和国行业标准．《公路沥青路面养护技术规范》(JTJ073．2-2001)．人民交通出版社．2001．
[23] Yousefi A, Roy C. Effect of used-tire-derived oil residue on the properties of polymer-modified asphalts. Fuel, 2000, 79(8):975-986
[24] 陈慧敏，郑毓权．道路沥青的粘度和粘温关系．1989，5，51-56
[25] Linnainmaa. Mutagenicity of bitumen and asphalt fumes. Toxicology in Vitro, 2003, 17(4):403-412
[26] 拾方治，孙大权，吕伟民．沥青路面再生技术简介．石油沥青，2004．18(5)：46-89
[27] 黄煜镔，吕伟民，周小平．沥青路面再生技术的原理与应用．重庆建筑大学学报，2004-06-19
[28] 黄建跃，刘先淼．谈发展沥青再生技术的几个关键问题．公路，2003，8，45-82
[29] 武移风．化学热力学在沥青再生中的应用：[东南大学硕士学位论文]．南京：东南大学公路工程学院，1985，40-54
[30] 沈国印．沥青混凝土路面再生利用试验分析．公路，2003，(5)：107-110
[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．北京：人民交通出版社，2001，118-134
[32] 汪仁煌等．沥青混凝土搅拌机料温控制系统．计算技术与自动化(中南6省会议论文集—1998年)
[33] 中华人民共和国行业标准．《公路养护质量检查评定方法》(试行)．人民交通出版社．2003．
[34] 翁大庆，李从光．旧沥青混合料再生利用技术的探索与实践．公路，2002，7，29-36
[35] 赵云辰，郭伟．浅析沥青混合料再生利用．黑龙江交通科技，2006，92-144
[36] So Nan, Chen JS. Engineering properties of asphalt concrete made with recycled glass. Resources, Conservation and Recycling, 2002, 35(4):259-274
[37] 孙祖望．沥青路面再生技术的现状与发展(一)建筑机械，2005，78-92
[38] 黄晓明，江臣．沥青路面再生利用试验分析．岩土工程学报，2001(7)：468-471
[39] 刘军，李和平．利用复合添加剂再生沥青．公路，2004，1，48-56
[40] 王永刚，廖克检，杨彦海等．废旧沥青的再生．石化技术与应用，2003，21(2)：134-13
[41] 苏红权，蓝中原．废旧油渣再生利用及施工方法探讨．黑龙江交通科技，1996，(2)：39-40