Infrared–Resin Crack Measurement and Preventive Work Technology for Maintenance

N. Shimoi, Yu Yamauchi, Kazuhisa Nakasho
{"title":"Infrared–Resin Crack Measurement and Preventive Work Technology for Maintenance","authors":"N. Shimoi, Yu Yamauchi, Kazuhisa Nakasho","doi":"10.11648/j.ajrs.20241201.14","DOIUrl":null,"url":null,"abstract":"The use of thermography as a nondestructive evaluation technique is increasingly popular for maintaining concrete structures. Most inspections merely evaluate the locations and shapes of defects on surfaces. To address this shortcoming, it proposes an inspection method and preventive work using a coating-type resin sensor combined with an infrared camera. No method has been developed to assess the depth of defects. In this approach, infrared-reactive resin is applied. Thermographic images of the target area are captured sequentially. Temperature curves obtained at each pixel during the cooling process are analyzed using Fourier transform to differentiate defect states in various parts of the temperature distribution. The temperature change is found to be correlated with the defect size. Approximately 5% aluminum powder is mixed into the applied gel resin. Because of its specific gravity, it tends to concentrate in areas damaged by compression failure or to float. This report discusses technologies related to identification of defects and measuring their size in infrared-reactive resin, with examination of the effectiveness of measures to prevent scattering and collapse of defects caused by structural degradation. A concentric loading test on reinforced concrete columns confined by gel resin ties is described herein. Test variables include concrete compressive strength of 232–244 N/mm<sup>2</sup>, both below and above the equipment hole that caused the defect, and to measure the relation, a comparison with test specimens that are free of defects.\n","PeriodicalId":417484,"journal":{"name":"American Journal of Remote Sensing","volume":"129 4","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-06-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"American Journal of Remote Sensing","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.11648/j.ajrs.20241201.14","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

The use of thermography as a nondestructive evaluation technique is increasingly popular for maintaining concrete structures. Most inspections merely evaluate the locations and shapes of defects on surfaces. To address this shortcoming, it proposes an inspection method and preventive work using a coating-type resin sensor combined with an infrared camera. No method has been developed to assess the depth of defects. In this approach, infrared-reactive resin is applied. Thermographic images of the target area are captured sequentially. Temperature curves obtained at each pixel during the cooling process are analyzed using Fourier transform to differentiate defect states in various parts of the temperature distribution. The temperature change is found to be correlated with the defect size. Approximately 5% aluminum powder is mixed into the applied gel resin. Because of its specific gravity, it tends to concentrate in areas damaged by compression failure or to float. This report discusses technologies related to identification of defects and measuring their size in infrared-reactive resin, with examination of the effectiveness of measures to prevent scattering and collapse of defects caused by structural degradation. A concentric loading test on reinforced concrete columns confined by gel resin ties is described herein. Test variables include concrete compressive strength of 232–244 N/mm2, both below and above the equipment hole that caused the defect, and to measure the relation, a comparison with test specimens that are free of defects.
红外线树脂裂纹测量和预防性维护工作技术
热成像技术作为一种无损评估技术,在维护混凝土结构方面越来越受欢迎。大多数检测只是评估表面缺陷的位置和形状。针对这一缺陷,该研究提出了一种使用涂层型树脂传感器与红外摄像机相结合的检测方法和预防工作。目前尚未开发出评估缺陷深度的方法。在这种方法中,使用了红外线反应树脂。按顺序拍摄目标区域的热成像图像。利用傅立叶变换分析冷却过程中每个像素获得的温度曲线,以区分温度分布各部分的缺陷状态。结果发现,温度变化与缺陷大小相关。在涂抹的凝胶树脂中掺入约 5%的铝粉。由于铝粉的比重,它往往会集中在因压缩失效而受损的区域或浮起。本报告讨论了与识别缺陷和测量红外反应树脂中缺陷大小有关的技术,并研究了防止因结构退化造成缺陷散落和坍塌的措施的有效性。本报告介绍了对凝胶树脂绑扎的钢筋混凝土柱进行的同心加载试验。试验变量包括造成缺陷的设备孔洞下方和上方的混凝土抗压强度(232-244 牛顿/平方毫米),以及与无缺陷试样的比较,以衡量两者之间的关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信