温拌温补型路面快速修补材料的研究
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摘要
随着我国公路网络的不断发展,路面破损后修复也变得越来越重要,通常沥青混凝土路面坑槽修补材料是采用热拌沥青混合料,但受到气候、工作量的影响往往不能实现及时快速修补,尤其是在春、冬季将会导致路基翻浆等更为严重的路面病害,近些年来开始采用冷补沥青材料对沥青路面病害进行快速修补,但冷补料的早期强度低、强度增长慢、可贮存时间短以及施工和易性较差等,仅适应于路面临时性、应急性的快速修补,难以满足高等级公路、特别是高速公路快速修补的要求。
     针对高等级公路路面快速修补的需要,研制了温拌温补型路面修补材料用复合添加剂,确定了复合添加剂的成分和配比;将添加剂、溶剂与基质沥青等按一定比例掺配制成改性沥青液,对改性沥青液进行了三大指标试验、粘附性试验、沥青液与矿料的粘附性试验以及旋转薄膜烘箱试验等,根据沥青液的粘附性和热拌料冷却后的松散性试验结果确定了稀释剂的掺量;按确定的矿料级配、最佳沥青用量和最佳稀释剂掺量制备沥青混合料并冷却至常温,取一定量上述混合料,在50~70℃条件下,加入一定掺量的添加剂制备成温拌温补型路面快速修补材料;对温拌温补型快速修补材料的粘附性、初期和中后期强度、高温稳定性、水稳性、低温性能等路用技术性能进行了试验,并与冷补型修补材料的有关技术性能进行了试验比较。
     通过对温拌温补型路面快速修补料的试验研究,表明这种修补材料与冷补料相比,其施工和易性好、生产工艺简单、贮存时间更长,成型后的初期强度、水稳定性更好,强度增长快,是一种适合高等级路面快速修补、应用前景良好的材料。
With the development of China's highway network, the road repairing after damage is also becoming more important, usually asphalt concrete pavement pit slot repairing material is to use hot-mix asphalt mixture, but the influence of workload and climate, often can't achieve rapid repair timely, especially in spring and winter will lead to more serious as subgrade frost boiling etc pavement disease, in recent years ,someone begin using cold-filling asphalt material for asphalt pavement disease fast repair, but the early strength is low for the cold-filling material, low intensity growth slowed,short time can be stored, and so poor construction workability etc only adapted to the pavement rapid repairing of temporary and emergency, it’s hard to meet rapid repair for highway, especially highway fast repair requirements.
     According to the requirement of rapid repair highway pavement, it develops compound additives used in the type of warm-mix warm-filling road repairing material, determine the compound additives’composition and mix proportion; Put additives, solvents and matrix asphalt etc mix to be modified asphalt fluid by certain proportion, liquid on the three indexes test, adhesion test, asphalt liquid and mineral aggregate experiment and the adhesion of the rotating film etc, according to test oven asphalt fluid adhesion and hot-mixing materials of loose after cooling sexual test results confirmed the mixed quantity of thinner; According to determine the aggregate gradation, best asphalt content and best diluent preparation of the admixture of asphalt mixture and cooling to normal temperature, take a certain amount above mixture, in under the condition of 50 ~ 70℃, add some of additive is prepared to the type of warm-mix warm-fill fast repairing material; make the type of warm-mixing warm-filling fast repairing material’s adhesion, initial and the mid-late strength, high temperature and stability, water stability, low temperature performance etc way-use with technical performance proceed testing, and compare with the repairing material for cold-filling type tested about technical performance.
     Based on experimental study the type of warm-mixing warm-filling pavement rapid repairing materials, shows that this repairing materials compare to cold-filling material, its construction workability is good, production technology is simple, storage time is longer, the initial strength, after molding water stability, strength growing faster, better for the highway is a fast repair, is good application prospect material.
引文
[1]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,2001,86~121.
    [2] B.A.韦连科著.路用新材料[M].汪福卓译.北京:人民交通出版社,2008,119~124.
    [3]杜鹃.储存式冷铺沥青混合料的研究[D].西安:长安大学,2001,22~23.
    [4]杨扬.寒区沥青砼路面坑槽冷补材料路用性能研究[D].哈尔滨:东北林业大学土木工程学院,2007,3~4.
    [5]李峰,黄颂昌,徐剑等.冷补沥青混合料性能评价及技术要求[J].同济大学学报,2010,38(10):1465~1467.
    [6]韩继国,王选仓,时成林等.寒区冷补沥青混合料路用性能评价指标及试验检测方法研究[J].公路,2005,(5):24~26.
    [7]吕伟民.沥青混合料设计原理与方法[M].上海:同济大学出版社,2001,102~180.
    [8]谭忆秋.沥青与沥青混合料[M].哈尔滨:哈尔滨工业大学出版社,2007,170~176.
    [9]李加,樊德.级配对冷补沥青混合料路用性能影响[J].材料导报,2010,(S1):38~42.
    [10]宫秀文,俞建伟.冷补沥青混合料路用性能试验及配比研究[J].吉林交通科技,2010,(1):27~30.
    [11]王钦胜,苏长芹.冷补沥青混合料强度分析[J].河北交通科技,2010,(2):13~16.
    [12]丁烈梅.SBS改性沥青混合料在道路施工中的应用研究[D].上海:同济大学交通运输工程,2007,46~50.
    [13]肖明,李凌华.SBS改性沥青性能的研究[J].茂名学院学报,2005,(2):45~47.
    [14]易颖.改性沥青混凝土配合比设计[J].科学之友,2010,(2):19~22.
    [15]黄义军,王启民.基于聚合物SBS对基质沥青性能改善的研究[J].北方交通,2009,(2) :36~39.
    [16]章顺风.Evotherm温拌再生沥青混合料技术研究[D].长沙:湖南大学,2010,12~15.
    [17]秦永春.温拌沥青混合料中沥青在施工阶段的老化程度[J].同济大学学报,2009,37(9):1200~1202.
    [18]吴学文.温拌沥青混合料性能研究[D].西安:长安大学,2009,11~15.
    [19]邢向阳.温拌沥青混合料若干关键技术研究[D].西安:长安大学,2010,13~16.
    [20]郭平,祁峰,弥海晨.温拌沥青混合料的路用性能[J].长安大学学报,2010,30(3):10~13.
    [21]徐世法.SBS改性乳化沥青温拌混合料路用性能评价研究[J].北京建筑工程学院学报,2008,24(2):25~29.
    [22]于伟,王妍,车开慧等.温拌沥青混合料性能试验研究[J].北方交通,2009,(4):4~7.
    [23]郑卫.温拌沥青混合料技术研究现状与展望[J].广东建材,2009,(9):7~11.
    [24]黄开斌.温拌沥青及其混合料路用性能试验研究[D].长沙:长沙理工大学,2008,13~21.
    [25]戴尔兰特,徐均.温拌沥青混合料在美国德州的应用现状及前景[J].市政技术,2009,(9):33~36.
    [26]刘大梁,刘小燕,罗立武.储存式冷铺沥青混合料的研制和应用[J].中外公路,2005,25(2):27~30.
    [27]李旭,周千里.冷铺沥青材料的特性与配制技术[J].建筑与工程,2008,(12):47~50.
    [28]朱红艳.冷补沥青材料在公路养护中的应用[J].江苏交通,2003,(8):22~24.
    [29]余世敏.储存式冷铺沥青混合料的设计及应用研究[D].上海:同济大学交通运输工程学院,2008,32~37.
    [30]张涛.冷拌冷铺沥青混合料的研究[D].重庆:重庆大学土木工程学院, 2007,7~12.
    [31] Wilson T P, Romine A R. Materials and procedures for repair of potholes in asphalt-surf aced pavements[ R] . Washington DC: US Federal Highway Administration, 1999
    [32] Berlin Marcus, Hunt Elizabeth .Asphalt concrete patching material evaluation [R].Salem: Oregon Department of Transportation, 2001
    [33] Korchi E, Mallick R.Accelerated testing methodology for evaluating pavement patching materials[ C] ,TRB Annual Meeting , 2007 Washington, D.C : TRB Technical Activities Committees, 2007
    [34] Federal Highway Administration Department of Transportation USA Materials and procedures for repair of potholes in asphalt surfaced pavements [ R],FHWA- RD- 99- 168, 1999
    [35] Strategic Highway Research Program Innovative materials development and testing volume 2: pothole repair [ R], SH RP- H - 353, 1993.
    [36]吕伟民,李立寒,周海生等.冷铺沥青材料的特性与配制技术[J].华东公路,2002,(2): 35~38.
    [37]李峰,黄颂昌.冷补沥青混合料组成设计研究[J].武汉理工大学报,2010,32(14):41~44.
    [38]张新天,高金歧.沥青路面冷补材料与应用技术的研究[J].北京建筑工程学院学报,2004,20(1):22~24.
    [39]任永利.HU-L冷补料在高等级公路沥青路面养护维修中的应用[J].广东公路交通,2003,(4):11~14.
    [40]“Standard Specification for Cold-Mixed , Cold-Laid Bituminous Paving Mixtures”,ASTMD4215一87.
    [41] Fred Closs,Potholes:cold-mix can solve the problems,Better Roads,1999.3.
    [42]李勇.沥青路面冷补技术的特点与应用[J].养护机械与施工技术,2005,(6):19~23.
    [43]吴天葬译.美国对冷拌沥青混合料采取的质量控制措施[J].国外公路,1997,18(1):34~36.
    [44] Cindy K.Estakhri and Joe W.Button,“Test methods for evaluation of cold-applied bituminous Patching mixtures”,TTR1590.
    [45]杨枫,张洋.冷补材料在道路养护工程中的应用[J].华东公路.2003,(4):61~63.
    [46]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[M].北京:人民交通出版社,2001,107~129.
    [47]李旭,杨群.级配对冷补沥青混合料性能的影响分析[J].山西建筑,2010,(2):32~34.
    [48]徐翔云.HU一L型冷施工沥青混合料在北方地区的应用[J].内蒙古公路与运输,2002,(3):28~31.
    [49] Ali Topal,Burak Sengoz.Determination of fine aggregrate angu-larity in relation with the resistence to rutting of hot-mix asphalt,Construction and Building Materials,Vol 19,No.3.2005.
    [50]姚利杰,蔡鑫,李宁利.高性能冷铺沥青混合料配合比设计及应用[J].交通标准化,2006,(8):38~40.
    [51] Ross Nelson,CherryKeller,Mary Ratnaswamy. Locating and estimating the extent of Delmarva fox squirrel habitat using an airborne LIDAR Profiler ,Remote Sensing of Environment,Vol 96,No.6.2005:292-301.
    [52] L.E.Cha’vez-Valencia,A.Manzano-Ram’rez,G.Luna-Barcenas. Modelling of the Performance of asphalt Pavement using response surface ethodology. Building and Environment,Vol 40,No.8.2005:1140-1149.
    [53] C.pagotto,M.Legret,P.Leeloirec. Comparison of the hydraulic behavior and the quality of highway runoff water according to the type of pavement. Water Research,Vol 34,No.12,2000.
    [54]王宏军.冷铺沥青混合料的材料及强度形成机理[J].中国西部科技,2004,(8):31~33.
    [55]申爱琴,蒋庆华.沥青混合料低温抗裂性能评价及影响因素[J].长安大学学报(自然科学版),2004,(5):2~6.
    [56]李玉磊,汪德才.天然沥青复合添加剂改善沥青混合料性能研究[J].道路工程,2010,(10):25~27.
    [57]延西利,金晓晴,李金永.LB冷拌冷铺沥青及其路面修补技术研究[J].公路,2005,(8):23~26.
    [58]韩枫,王开生.沥青混凝土路面冷补材料研究综述[J].黑龙江交通科技,2010,(9):17~20.
    [59]毛传义.冷补沥青混合料结构组成和材料特性研究[J].城市道路与防洪,2010,(5):36~39.
    [60]刘晓文.冷补沥青混合料性能评价方法研究[J].科学技术与工程,2009,(18):56~59.

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