玄武岩纤维对超薄层SMA-10路用性能的影响分析
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摘要
以纤维材料为研究变量,以超薄层SMA-10为研究对象,对沥青混合料高、低温性,抗滑性及水稳性能的研究分析,得出超薄层SMA-10对纤维稳定材料有一定选择性,玄武岩纤维材料优势明显高于木质素纤维.其中玄武岩纤维11μm～6 mm的DS高出木质素纤维21.3%,抗弯拉强度和弯拉应变是木质素纤维的1.2～1.3倍;抗滑性能玄武岩纤维11μm～6 mm最优,而水稳定性方面11μm～6 mm和17μm～6 mm相差不大.综合说明玄武岩纤维11μm～6 mm在超薄层中表现出的路用性能效果最佳.
In this paper,fiber materials are used as the research variables,and ultra-thin SMA-10 is the research object. Through the indoor research on the high and low temperature properties,anti-slip property and water stability of asphalt mixture,it is concluded that the ultra-thin layer SMA-10 has a certain selectivity to fiberstabilized materials. Basalt fiber material has a significantly higher advantage than lignin fiber. Among them,DS of basalt fiber 11 μm to 6 mm is 21.3% higher than lignin fiber. The bending strength and bending strain are 1.2 times to 1.3 times of lignin fibers. The anti-slip performance basalt fiber is optimal from 11 μm to 6 mm,while the water stability is not much different from 11μm to 6 mm and 17μm to 6 mm. It is comprehensively explained that the basalt fiber 11 μm to 6 mm has the best road performance in the ultra-thin layer.
In this paper,fiber materials are used as the research variables,and ultra-thin SMA-10 is the research object. Through the indoor research on the high and low temperature properties,anti-slip property and water stability of asphalt mixture,it is concluded that the ultra-thin layer SMA-10 has a certain selectivity to fiberstabilized materials. Basalt fiber material has a significantly higher advantage than lignin fiber. Among them,DS of basalt fiber 11 μm to 6 mm is 21.3% higher than lignin fiber. The bending strength and bending strain are 1.2 times to 1.3 times of lignin fibers. The anti-slip performance basalt fiber is optimal from 11 μm to 6 mm,while the water stability is not much different from 11μm to 6 mm and 17μm to 6 mm. It is comprehensively explained that the basalt fiber 11 μm to 6 mm has the best road performance in the ultra-thin layer.
引文
[1]陈昌宇.玄武岩纤维沥青混合料路用性能与应用研究[D].长沙:长沙理工大学,2012.
[2]MOROZOV N N,BAKUNOV V S,MOROZOV E N.Materials based on basalts from the European north of Russia[J].Glass and Ceramics,2001,58(3-4):100-104.
[3]杨明,熊文林,马运朝.隧道路面矿物纤维鉴定方法及扫描电镜下特征研究[J].隧道建设,2011,31(2):186-191.
[4]杨明忠.SMA路面各种纤维应用现状及发展趋势[J].湖南城市学院学报,2016,15(2):29-31.
[5]ABO-QUDAIS S.The effects of damage evaluation techniques on the prediction of environmental damange in asphalt mixtures[J].Building and Environment,2007,42(1):288-296.
[6]ABTAHI S M,SHEIKHZADEH M,HEJAZI S M.Fiber-reinforced asphalt-concrete-a review[J].Construction and Building Materials,2010,24(6):871-877.
[7]仰建岗,刘燕,林天发.玄武岩纤维沥青混凝土路用性能研究[J].筑路机械与施工机械化,2015,32(1):53-57.
[8]赵豫生,李红涛.玄武岩短切纤维对沥青混凝土性能的影响[J].公路交通科技,2012,29(9):38-42.
[9]韩民.玄武岩纤维在沥青路面中的应用研究[J].河南科学,2018,36(9):1409-1413.
[10]付建红.水-温耦合作用的玄武岩纤维沥青混合料损伤特性研究[J].河南科学,2018,36(7):1086-1090.
[11]陈德茸.连续玄武岩纤维的发展及应用[J].高科技纤维与应用,2014,39(6):17-20.
[12]侯明昊.水-温耦合作用对沥青混合料性能影响及防治措施研究[D].哈尔滨:哈尔滨工业大学,2015.
[13]朴战东.高温后玄武岩纤维混凝土力学性能试验研究[D].郑州:郑州大学,2016.
[14]陈杰宏,孔德胜,李文凯.基于玄武岩纤维沥青混合料路用性能研究[J].河南科学,2017,35(10):1677-1682.
[15]李慧萍,王福满,李晨.玄武岩纤维对沥青混合料性能影响分析研究[J].中外公路,2016,36(4):323-327.
[16]王晓力,薛冰,张健.超薄磨耗层层间剪切性能研究[J].河南科学,2018,36(8):1251-1255.
[17]杨易,陈华鑫,宋莉芳,等.超薄磨耗层层间黏结效果影响因素研究[J].广西大学学报(自然科学版),2015,40(1):135-141.
[18]查旭东,聂臣,万兵.同步薄层罩面在沥青路面预防性养护中的应用[J].交通科学与工程,2015,31(1):1-5.
[19]高磊,胡国辉,徐楠,等.玄武岩纤维工程性质研究进展[J].地下空间与工程学报,2014,10(2):1749-1754.
[20]陈永慧.新型玄武岩纤维对沥青混合料路用性能影响研究[D].西安:长安大学,2014.
[21]邵曼,刘馥铭.不同类型纤维SMA-13力学性能研究[J].湖南交通科技,2014,40(4):47-49.
[22]穆岩.玄武岩增强纤维在重载交通沥青路面中的应用研究[D].西安:长安大学,2016.
[23]汤寄予.纤维沥青混合料组成与性能试验研究[D].郑州:郑州大学,2013.
[2]MOROZOV N N,BAKUNOV V S,MOROZOV E N.Materials based on basalts from the European north of Russia[J].Glass and Ceramics,2001,58(3-4):100-104.
[3]杨明,熊文林,马运朝.隧道路面矿物纤维鉴定方法及扫描电镜下特征研究[J].隧道建设,2011,31(2):186-191.
[4]杨明忠.SMA路面各种纤维应用现状及发展趋势[J].湖南城市学院学报,2016,15(2):29-31.
[5]ABO-QUDAIS S.The effects of damage evaluation techniques on the prediction of environmental damange in asphalt mixtures[J].Building and Environment,2007,42(1):288-296.
[6]ABTAHI S M,SHEIKHZADEH M,HEJAZI S M.Fiber-reinforced asphalt-concrete-a review[J].Construction and Building Materials,2010,24(6):871-877.
[7]仰建岗,刘燕,林天发.玄武岩纤维沥青混凝土路用性能研究[J].筑路机械与施工机械化,2015,32(1):53-57.
[8]赵豫生,李红涛.玄武岩短切纤维对沥青混凝土性能的影响[J].公路交通科技,2012,29(9):38-42.
[9]韩民.玄武岩纤维在沥青路面中的应用研究[J].河南科学,2018,36(9):1409-1413.
[10]付建红.水-温耦合作用的玄武岩纤维沥青混合料损伤特性研究[J].河南科学,2018,36(7):1086-1090.
[11]陈德茸.连续玄武岩纤维的发展及应用[J].高科技纤维与应用,2014,39(6):17-20.
[12]侯明昊.水-温耦合作用对沥青混合料性能影响及防治措施研究[D].哈尔滨:哈尔滨工业大学,2015.
[13]朴战东.高温后玄武岩纤维混凝土力学性能试验研究[D].郑州:郑州大学,2016.
[14]陈杰宏,孔德胜,李文凯.基于玄武岩纤维沥青混合料路用性能研究[J].河南科学,2017,35(10):1677-1682.
[15]李慧萍,王福满,李晨.玄武岩纤维对沥青混合料性能影响分析研究[J].中外公路,2016,36(4):323-327.
[16]王晓力,薛冰,张健.超薄磨耗层层间剪切性能研究[J].河南科学,2018,36(8):1251-1255.
[17]杨易,陈华鑫,宋莉芳,等.超薄磨耗层层间黏结效果影响因素研究[J].广西大学学报(自然科学版),2015,40(1):135-141.
[18]查旭东,聂臣,万兵.同步薄层罩面在沥青路面预防性养护中的应用[J].交通科学与工程,2015,31(1):1-5.
[19]高磊,胡国辉,徐楠,等.玄武岩纤维工程性质研究进展[J].地下空间与工程学报,2014,10(2):1749-1754.
[20]陈永慧.新型玄武岩纤维对沥青混合料路用性能影响研究[D].西安:长安大学,2014.
[21]邵曼,刘馥铭.不同类型纤维SMA-13力学性能研究[J].湖南交通科技,2014,40(4):47-49.
[22]穆岩.玄武岩增强纤维在重载交通沥青路面中的应用研究[D].西安:长安大学,2016.
[23]汤寄予.纤维沥青混合料组成与性能试验研究[D].郑州:郑州大学,2013.