课题基金 / 基金详情

基于感应加热的融冰除雪抗滑罩面性能劣化机理及抑制方法研究

批准号:
52108414
项目类别:
青年科学基金项目(C类)
资助金额:
30.0 万元
负责人:
万九鸣
依托单位:
学科分类:
道路与轨道工程
结题年份:
2024
批准年份:
2021
项目状态:
已结题
项目参与者:
万九鸣

项目摘要

结项摘要

相似基金

相关文献

中文摘要
基于感应加热的沥青抗滑罩面具有路面养护、融冰除雪及自愈合等功能,但其在融冰除雪过程中所面临的性能劣化问题阻碍了该材料的应用。本项目以该抗滑罩面为研究对象,研究因融冰除雪导致的层间抗剪失效、沥青膜剥落及冻胀损伤等问题的形成机理,并提出相应的性能劣化抑制方法。首先,采用有限元模型模拟温度场,结合微米CT扫描方法,研究层间接触状态劣化机理并总结层间抗剪性能失效性为。然后,采用偏光显微手段,研究水对高温沥青膜的细观侵蚀机制,总结沥青膜粘附性能的衰减规律。同时,使用CT扫描探究空隙水冻胀导致的结构损伤机制,发展结构疲劳规律。最后,提出基于层间抗剪性能的材料优化设计方法,并研究决定沥青膜剥落及结构损伤的材料关键参数,寻求基于参数协调的感应加热耦合调控方法,提出抗滑罩面性能劣化抑制方法。研究成果对解决感应加热沥青路面的性能劣化问题具有参考意义和研究价值,助推融冰除雪抗滑罩面的实际应用工作。
英文摘要
The asphalt anti-skid cover based on induction heating has the functions of road maintenance, ice and snow melting and self-healing. But its performance deterioration in snow and ice melting process is an obstacle to the application of this material. This project takes the anti-skid overlay as the research object, studies the formation mechanism of interlayer shear failure, asphalt film peeling and frost heave damage caused by snow and ice melting process, and puts forward the corresponding performance deterioration inhibition method. Firstly, the finite element model was used to simulate the temperature field. Combined with the micron CT scanning method, the deterioration mechanism of interlayer contact state was studied. Then, by means of polarized light microscopy, the meso-erosion mechanism of water on high-temperature asphalt film was studied, and the attenuation law and failure threshold conditions of adhesion performance of asphalt film were summarized. At the same time, this project intends to explore the mechanism of structural damage caused by frost heave and the law of structural fatigue damage. Finally, the material optimization design method based on the interlayer shear performance was proposed, and the key material parameters determining the asphalt film spalling and structural damage were studied. The induction heating coupling control method based on parameter coordination was sought, and the performance deterioration inhibition method of the anti-skid overlay was proposed. The research results have reference significance and research value to solve the performance deterioration problem of inductively heated asphalt pavement, and the practical application of the anti-skidding overlay surface can be promoted.
前期研究中发现,基于感应加热的融雪化冰抗滑罩面材料在多次感应加热后存在层间接触状态劣化以及沥青膜剥落等问题,严重阻碍了该路面材料的实际应用进程。本项目在前期研究基础上,拟开展针对层间接触状态劣化机理及抗剪失效行为的研究,并探究沥青膜剥落及结构冻胀损伤机理,进而提出面向感应加热的抗滑罩面性能劣化抑制方法。CT三维重构结果表明,感应加热降低了抗滑罩面与下层的层间空隙率,其体积也随着融雪化冰次数的增多而缩小。层间抗剪强度及断裂能随着冰层厚度及感应加热次数的增加而下降,同时环境温度显示出相反的规律。荧光显微结果表明,由于水的侵蚀,钢纤维上的沥青首先发生剥落,进而沥青膜会出现塌陷和空洞,沥青膜的剥落速度会随着感应加热次数增加而逐渐加速,抗滑罩面材料的水损害风险因之上升。感应加热-融雪化冰会降低抗滑罩面空隙率,当感应加热次数较少时能够抑制由冻胀作用导致的结构性损伤。随着感应加热次数的逐渐增加,抑制效果呈现逐渐降低趋势。感应加热可以通过促进沥青的流动和渗透改善沥青与集料之间的粘附性,同时更好地填充集料间的空隙使沥青混合料内部结构更加紧密,从而提高混合料的整体强度和韧性。从抗裂性能结果来看,在一定范围内,感应加热次数的增加显著提升了抗滑罩面材料的抗疲劳性能。为降低抗滑罩面抗剪性能对感应加热的敏感度,本研究采用SBR改性乳化沥青作为粘层油,强化层间粘附性从而提升了层间抗剪性能。另一方面,本研究采用偏最小二乘法对感应加热参数组合进行优化,以获取最佳的低温抗裂性能。本项目研究成果揭示了感应加热对于抗滑罩面的层间抗剪性能、沥青膜及结构的影响规律,量化了多种感应加热-融雪化冰因素对其劣化及强化性能的影响,为具备感应加热的抗滑罩面的推广应用提供了科学依据和理论基础,具有十分重要的现实意义。
国内基金
海外基金