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Study of infrared thermorgrapy in evaluate the characteristics of concrete grade based on thermal insulation

机译:基于隔热的红外热重法评价混凝土等级特性的研究。

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摘要

Active infrared thermography (IRT) has been knowing and been established as a reliable non destructive and faster tools to investigates structure building. Application of infrared thermography in non destructive method is well known in civil engineering to detect voids in concrete, to check the concrete strength and material composition of concrete and grade of concrete. With help of image processing using colour detector software and IRT analysis system to assess and evaluate the concrete become more accurate and easier. Infrared thermography can be use in application of concrete studies because concrete has very small thermal conductivity and mostly limited to passive investigations quality of thermaludinsulation in structural building. Normal concrete cube specimens size (150mm x 150mm) were prepared with varying grade which is grade 25, grade 30, grade 35, grade 40, grade 45 and grade 50. The concrete cube condition must be in clean and free from dirt and IRT camera will be place opposite the concrete cube with computer to evaluate the data analysis. Using the IRT Camera to record and scan the concrete cube and set the equipmentudcontrols so that an adequate temperature image is viewed and recorded. This procedure need to be repeated for all concrete grade 25, concrete grade 30, concrete grade 35,udconcrete grade 40, concrete grade 45, concrete grade 50 and every concrete grade need two sample for each concrete grade. The concrete cube need to heating up 24 hours (110°) before test begin. The tests and image captured using IRT Camera right after the concreteudcome out from oven and after four (4) hour later to see the if that any change of the concrete image cause by the thermal insulation. Every changes of colour due to the thermal insulation should be recorded. Once data are collected, the results should be shown as visual image and analysed using colour IRT analysis system based on colour detector software.
机译:主动红外热成像技术(IRT)已为人所知,并且已被确立为一种可靠的非破坏性且速度更快的工具,用于研究结构构建。红外热成像技术在非破坏性方法中的应用在土木工程中众所周知,它可以检测混凝土中的空隙,以检查混凝土的强度和混凝土的材料成分以及混凝土的等级。借助使用颜色检测器软件和IRT分析系统进行图像处理来评估和评估混凝土,它变得更加准确和容易。红外热成像技术可用于混凝土研究,因为混凝土的导热系数非常小,并且主要限于被动调查结构建筑中隔热/绝热的质量。制备尺寸为25级,30级,35级,40级,45级和50级的普通等级的普通混凝土立方体标本(150mm x 150mm)。混凝土立方体的状态必须保持清洁,无灰尘和IRT摄像机将与计算机放在混凝土立方体对面以评估数据分析。使用IRT摄像机记录和扫描混凝土立方体并设置设备 udcontrol,以便查看和记录足够的温度图像。对于所有25级混凝土,30级混凝土,35级混凝土, udcrecre级混凝土,40级混凝土,45级混凝土和50级混凝土,每个混凝土级都需要重复此过程。在开始测试之前,混凝土立方体需要加热24小时(110°)。在混凝土从烤箱中出来后,并在四(4)小时后,立即使用IRT摄像机捕获测试和图像,以查看混凝土图像是否由于隔热而变化。应当记录由于隔热引起的每次颜色变化。收集数据后,结果应显示为可视图像,并使用基于色彩检测器软件的色彩IRT分析系统进行分析。

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    Nurul Lyana Al-Zahaba;

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  • 年度 2015
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