环氧树脂
固化(化学)
胶粘剂
材料科学
复合材料
极限抗拉强度
环氧胶粘剂
粘结强度
粘结强度
耐久性
图层(电子)
作者
Chuanbin Fan,Huanyong Chen,Feng Lin,Weixiong Li,Xuetang Xiong,Bo Chen,Huayang Yu
出处
期刊:Polymers
[Multidisciplinary Digital Publishing Institute]
日期:2025-04-09
卷期号:17 (8): 1018-1018
被引量:3
标识
DOI:10.3390/polym17081018
摘要
The bonding performance of epoxy resin adhesives plays a critical role in ensuring interlayer adhesion and long-term durability in steel bridge deck pavements. However, the construction environment temperature and curing time significantly influence the bonding properties of epoxy resin adhesives. To address this issue, systematic evaluations of the bonding performance and tack-free time of epoxy resin adhesives were conducted. The results demonstrate that under identical curing durations, the tensile bond strength between the epoxy resin bonding layer and steel plate increases with higher curing temperatures. Similarly, at constant curing temperatures, extended curing times lead to improved tensile strength. Both higher temperatures and longer curing durations reduce the tack-free time of the epoxy resin adhesive. Under natural outdoor curing conditions, the epoxy resin adhesive achieves design requirements for both tensile strength and tack-free time after 48 h of curing, ensuring optimal interlayer bonding and workability. Conversely, prolonged curing beyond 72 h results in significantly reduced bonding strength while maintaining acceptable tack-free time. For ambient temperature conditions, the optimal curing duration for epoxy resin adhesive is determined to be 48~72 h, balancing both bonding performance and construction requirements (preventing adhesion to construction equipment). This research offers technical guidance for the field construction of epoxy pavement on steel bridge decks by establishing optimal curing protocols for epoxy resin adhesives to ensure reliable bonding performance and construction workability.
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