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Cracking effect on gamma-ray shielding performance in concrete structure

机译:开裂对混凝土结构γ射线屏蔽性能的影响

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摘要

Owing to its low price and good shielding performance, concrete sees wide use as a radiation shielding material. In concrete structures, cracks occur due to thermal stress, hydration heat, weather, load and other reasons, and shielding performance changes according to the crack width. However, there are no design criteria providing the allowable crack size for shielding. This paper presents the design for a measuring instrument for quantifying the effect of cracks on shielding performance in a concrete body. The correlation between crack width and shielding performance is then deduced through experiments. A measuring system with a collimator is designed and fabricated and a concrete sample with collinear cracking is designed. The surface dose rate increased logarithmically according to the increase in crack width. The present experiment results are used to formulate an attenuation equation for gamma rays in a concrete structure with collinear cracks. The results of this study may be used for developing standards for radiological safety in shielding structures, especially in relation to the shielding margin.
机译:由于其低廉的价格和良好的屏蔽性能,混凝土被广泛用作辐射屏蔽材料。在混凝土结构中,由于热应力,水化热,天气,负荷等原因而产生裂纹,并且屏蔽性能根据裂纹宽度而变化。但是,没有设计标准提供允许的屏蔽裂纹尺寸。本文介绍了一种用于量化裂缝对混凝土主体屏蔽性能影响的测量仪器的设计。然后通过实验推导了裂纹宽度与屏蔽性能之间的关系。设计并制造了带有准直仪的测量系统,并设计了具有共线裂纹的混凝土样品。表面剂量率随裂纹宽度的增加而对数增加。本实验结果用于为具有共线裂缝的混凝土结构中的伽马射线建立衰减方程。这项研究的结果可用于制定屏蔽结构放射安全标准,尤其是与屏蔽裕度有关的标准。

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