沥青道路层间抗滑移性能检测装置设计与应用
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摘要
沥青道路两层之间的结合面是道路结构中的薄弱环节,结合面的抗滑移性能是衡量沥青道路施工质量的重要因素之一,直接影响沥青道路的使用寿命。为了检测道路层间结合面的抗滑移性能,确保道路施工质量,设计了一种采用蓄电池供电的沥青道路层间抗滑移性能检测装置,分析了该检测装置的工作原理,根据其工作原理设计了该检测装置的机械结构和控制系统,并通过实验对该装置的实际使用效果进行了验证。
The faying face of asphalt road interlayer is the weak link of its structure. The anti-slip performance is one of important factors to measure the construction quality,and it directly affects the service life of asphalt road. To detect the anti-slip performance and ensure the construction quality,a battery-powered anti-slip performance detection equipment for layers of asphalt road is designed and developed. The operational principle of this detection equipment is analyzed in this thesis. The mechanical structure and control of this system are designed according to its operational principle. It is verified through the real experiment.
The faying face of asphalt road interlayer is the weak link of its structure. The anti-slip performance is one of important factors to measure the construction quality,and it directly affects the service life of asphalt road. To detect the anti-slip performance and ensure the construction quality,a battery-powered anti-slip performance detection equipment for layers of asphalt road is designed and developed. The operational principle of this detection equipment is analyzed in this thesis. The mechanical structure and control of this system are designed according to its operational principle. It is verified through the real experiment.
引文
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[2]李彦伟,穆柯,石鑫,等.基面层间接触状态对沥青路面力学响应影响[J].长安大学学报(自然科学版),2014,34(2):38-44.
[3]吕彭民,吴浩,宋绪丁,等.沥青混凝土路面层间黏结强度及桥面防水层黏结强度试验研究[J].公路,2009,11(11):115-119.
[4]黄兵,艾长发,阳恩慧,等.考虑层间状态的沥青面层动应变疲劳数值分析[J].西南交通大学学报,2014,49(4):682-686.
[5]梁杨.沥青混合料多功能剪切仪的开发研究[D].西安:长安大学,2009.
[6]苏凯,武建民,陈忠达,等.一种新型路面材料剪切仪的开发及应用[J].公路,2006(2):134-136.
[7]吕彭民,宋绪丁,吴浩.沥青路面层间剪切强度检测仪:中国,ZL200920031656.4[P]. 2009-10-21.
[8]陈龙,邓先灿,孙麒.基于MSP430单片机的多路数据采集系统的设计[J].现代电子技术,2006(20):107-112.
[9]周丽,裴东兴,尤文斌.基于单片机的实验环境参数记录仪的设计[J].计算机测量与控制,2012,20(1):280-283.
[10]孟武胜,朱剑波,黄鸿,等.基于Lab VIEW数据采集系统的设计[J].电子测量技术,2008,31(11):63-65.