使用拉开测试和表面自由能量理论,研究再生青杆-石灰石填料接口的粘合性能
Xiaowei Chen1, Bailin Wang2, Bo Tang3
1Ningxia Transport Science Research Institute Co., Ltd., Yinchuan 750001, China.
Materials (Basel, Switzerland)
|January 28, 2026
概括
这项研究通过检查矿物填充剂来优化再生青杆 (RAM) 的附着性.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 可持续建筑 可持续建筑
背景情况:
- 回收青 (RAM) 是道路建设中的可持续替代品.
- 了解RAM和矿物填充器之间的接口对于性能至关重要.
- 优化填充剂含量和粘合剂性能可以提高粘合力和耐用性.
研究的目的:
- 评估再生青 (RAM) -石灰石填充器接口的粘合性能.
- 确定矿物填充剂对粘附的贡献比率 (CR).
- 分析老青粘合剂剂量,复原剂剂量和填充剂-青粘合剂比率 (F/A) 对粘合的影响.
主要方法:
- 使用拉开测试来测量抓地力.
- 应用了表面自由能量理论来分析粘附.
- 在各种条件下计算矿物填料的贡献比率 (CR).
主要成果:
- 在20%老青粘合剂剂量下达到最佳的粘合强度和粘合工作.
- 增加复苏剂剂量会对粘附性能产生负面影响.
- 结合强度最初随着矿物填料含量增加而增加,然后减少.
- 在20%老青粘合剂剂量和1.4的F/A时观察到的最高矿物填充剂CR.
结论:
- 老青粘合剂剂量显著影响RAM-石灰石填充剂接口粘附.
- 复原剂剂量可以减轻矿物填充剂对粘附的影响.
- 最佳的F / A比率对于最大限度地提高矿物填充剂对粘附的贡献至关重要.
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