钢筋混凝土结构中弱散射体的检测

C. Trela, T. Kind, M. Schubert, M. Gunther
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引用次数: 5

摘要

对桥梁、甲板和建筑物等混凝土结构的探地雷达测量成功地用于探测和定位主要由金属制成的建筑构件。在未完全压实的混凝土中,钢筋后面的气孔等缺陷由于反射振幅较弱,仍然是主要的挑战。在具有垂直钢筋的混凝土试件上系统研究了不同尺寸和深度的模拟孔洞,研究了天线频率(1.2 ~ 2.6 GHz)和天线方向等不同探地雷达数据采集参数对孔洞成像质量的影响。使用自动扫描系统进行了高精度的密集测量。尽管增强和相关的强反射有很强的遮蔽和干扰效应,但使用适当的天线配置仍然可以识别出一定深度的弱散射体。天线方向垂直于1.2 ~ 2.0 GHz的钢筋测量效果最好。采用滤波、增益、三维SAFT(合成孔径聚焦技术)重建等前后处理步骤以及一些自适应的可视化选项来改善这些弱散射体的成像效果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Detection of weak scatterers in reinforced concrete structures
GPR surveys on concrete structures like bridges, decks and buildings are successfully applied to detect and localize construction elements mostly made of metal. Defects like air voids behind rebars in incompletely compacted concrete still represent major challenges due to their weak reflection amplitudes. In a systematic study at a concrete test specimen with vertical rebars and simulated air voids of different size and depth, the effects of different GPR data acquisition parameters like antenna frequencies (1.2 up to 2.6 GHz) and antenna orientation on the quality of imaging of these air voids were investigated. Very dense measurements with high position accuracy were carried out using an automated scanning system. Despite the strong shadowing and disturbing interference effects of the reinforcement and the associated strong reflections, the weak scatterers can still be identified to a certain depth using appropriate antenna configurations. Measurements with the antenna orientation perpendicular to the rebars of 1.2 to 2.0 GHz give the best results. Preand postprocessing steps like filtering, gain, 3D SAFT (Synthetic Aperture Focusing Technique) reconstruction and some adapted visualization options were properly applied to improve the imaging results of these weak scatterers.
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