高级检索

基于非接触测试技术的UHPC早期收缩性能研究

Early Shrinkage Performance of UHPC via Non-contact Testing

  • 摘要: 本研究旨在通过基于电涡流传感器的非接触式测试技术,系统研究超高性能混凝土(UHPC)的早期收缩性能。实验中采用不同POM纤维掺量的UHPC配比,利用电涡流传感器定期测量UHPC样品的收缩量,并分析其收缩量曲线。研究发现,随着POM纤维掺量的增加,UHPC的早期收缩量逐渐降低,且在POM纤维掺量达到24 kg/m³时,UHPC的3天收缩量为0.29 mm,预计每10 m的收缩量为5.89 mm,达到最优状态。此外,UHPC的收缩行为呈现出明显的规律性,其中在浇筑后的前18小时内收缩变化率最大。与此同时,本研究还对比分析了UHPC与普通混凝土的收缩性能,发现在一定POM纤维掺量下,两者的收缩量趋于一致。这一研究为UHPC材料设计与工程应用提供了重要参考依据。

     

    Abstract: This study aims to systematically investigate the early-age shrinkage performance of Ultra-High Performance Concrete (UHPC) using a non-contact testing technique based on eddy current sensors. Different proportions of UHPC with varying POM fiber contents were utilized, and the shrinkage of UHPC specimens was periodically measured using eddy current sensors, followed by the analysis of shrinkage rate curves. The research findings reveal that with the increase in POM fiber content, the early-age shrinkage of UHPC gradually decreases, reaching a stable state when the POM fiber content reaches 24 kg/m³, with a 3-day shrinkage of 0.29 mm and an estimated shrinkage of 5.89 mm per 10 meters. Additionally, a clear pattern of shrinkage behavior is observed, with the highest shrinkage rate occurring within the first 18 hours after casting. Furthermore, comparative analysis between UHPC and ordinary concrete shrinkage performance indicates that under certain POM fiber contents, the shrinkage of both materials tends to be consistent. This study provides significant insights for the design and engineering application of UHPC materials.

     

/

返回文章
返回