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Nondestructive inspection manner and the nondestructive inspection device null prestressing concrete

机译:无损检测方式及无损检测装置零预应力混凝土

摘要

PROBLEM TO BE SOLVED: To provide a nondestructive inspection method and a nondestructive inspection apparatus for determining a degree of grout filling, which can determine a degree of grout filling with high accuracy in an easy way.;SOLUTION: A nondestructive inspection method for determining a degree of grout filling in prestressed concrete includes the steps of: sending an elastic wave We from a PC surface 100a to a steel sheath 102 and receiving a reflected wave. Under the following condition a, where covering d/sheath diameter r1, frequency-analyzing a range of signals including a reflected wave of maximum amplitude, or under condition b, where covering d/sheath diameter r≥1, frequency-analyzing a range of signals from which the reflected wave of maximum amplitude has been cut by half a waveform; and determining the degree of grout filling according a peak of a frequency that appears on a high-order side of a maximum low-order-side peak, the frequency being a frequency corresponding to the board thickness of the prestressed concrete.;COPYRIGHT: (C)2011,JPO&INPIT
机译:解决的问题:提供一种用于确定灌浆程度的非破坏性检查方法和非破坏性检查装置,其能够以简单的方式高精度地确定灌浆的程度。预应力混凝土中的灌浆填充程度包括以下步骤:从PC表面100a向钢护套102发送弹性波We并接收反射波。在以下条件a下,当覆盖d /鞘管直径r <1时,对包括最大幅度反射波的信号范围进行频率分析;或者在条件b下,当覆盖d /鞘管直径r&ge; 1时,对频率进行分析最大幅度反射波已被切成一半波形的信号范围;并根据出现在最大低阶侧峰值的高阶侧的频率的峰值确定灌浆程度,该频率是与预应力混凝土的板厚相对应的频率。 C)2011,日本特许厅

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