对地质聚合物混凝土的接口行为进行实验研究
Karim Mohsen1, Ibrahim A Yousif2, Ehab F Sadek2
1Civil Engineering Department, Faculty of Engineering, Ain Shams University, Cairo, Egypt. karim.mohsen@eng.asu.edu.eg.
Scientific reports
|September 24, 2025
概括
地质聚合物混凝土在结构强化方面表现出优越的结合强度. 用烯酸剂手动粗产生最佳结果,性能优于传统的波特兰水泥混凝土.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
背景情况:
- 钢筋混凝土 (RC) 元素的柔性强化对于增强结构能力至关重要.
- 接口滑动,在单体设计假设中经常被忽视,显著影响损坏水平.
- 结合强度和表面准备是界面滑动的关键决定因素.
研究的目的:
- 实验评估地质聚合物混凝土 (GPC) 作为修复材料的粘合强度.
- 评估表面制备 (手工粗,喷砂) 和粘合剂 (环氧,基于水泥) 对GPC粘合强度的影响.
- 为了比较GPC与波特兰水泥混凝土 (PCC) 的性能.
主要方法:
- 对地质聚合物混凝土粘合强度的实验研究.
- 表面准备技术:手工粗 (子/子) 和喷砂.
- 粘合剂:以环氧基和水泥基为基础.
- 结合强度评估:斜切和拉开测试.
主要成果:
- 使用100%渣的地聚合物混凝土表现出最高的结合强度 (27.5MPa斜切,1.8MPa拉开).
- 在类似的条件下,GPC的债券强度比PCC有25-35%的改善.
- 用烯酸粘合剂手工粗产生了比使用环氧喷砂喷砂的粘合强度高40-50%.
结论:
- 地质聚合物混凝土具有出色的粘合强度,使其成为结构维修和加强的可行材料.
- 优化的表面制备和粘合剂显著提高了GPC的性能.
- 该研究提供了有价值的数据,用于改进结构强化技术并确保寿命.
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