首页> 外国专利> THICKNESS-MEASURING METHOD OF ELASTIC BODY, THICKNESS CHANGE BOUNDARY POINT DETECTING METHOD, CAVITY DETECTION AND MEASURING METHOD OF DEPTH TO CAVITY OF ELASTIC BODY, AND SOUNDNESS INSPECTING APPARATUS FOR ELASTIC BODY

THICKNESS-MEASURING METHOD OF ELASTIC BODY, THICKNESS CHANGE BOUNDARY POINT DETECTING METHOD, CAVITY DETECTION AND MEASURING METHOD OF DEPTH TO CAVITY OF ELASTIC BODY, AND SOUNDNESS INSPECTING APPARATUS FOR ELASTIC BODY

机译:弹性体的厚度测量方法,厚度变化边界点检测方法,弹性体的孔洞检测和深度检测方法以及弹性体的声音检查装置

摘要

PROBLEM TO BE SOLVED: To provide a measuring method which can easily measure the thickness of an elastic body with high precision. ;SOLUTION: When an arbitrary hammering point Po of a concrete board 2 as an elastic body is hammered several times, a compound elastic wave (c) is generated at every hammering. Each of the compound elastic waves (c) is detected at a first detection point P1, and the total value of power spectrum of a value to which power spectrum is normalized is obtained. By measuring a frequency for which the total value becomes large, a candidate of the resonance frequency fo is obtained. A compound elastic wave (c) generated by percussion with a pulse width shorter than the period of a reflected wave P, out of the respective compound elastic waves (c) is detected at the first detection point P1 and a second detection point P2, and the phase difference of the compound elastic waves (c) is obtained. By obtaining a range showing the minimum of the phase difference, a frequency range containing the resonance frequency fo is obtained. The resonance frequency fo is determined by superposing the candidate of the resonance frequency fo and the frequency range containing the resonance frequency fo. The thickness of the concrete board 2 is operated by using the reflected wave velocity together with the resonance frequency fo.;COPYRIGHT: (C)1999,JPO
机译:解决的问题:提供一种可以容易地高精度地测量弹性体的厚度的测量方法。 ;解决方案:将混凝土板2作为弹性体的任意锤击点P o 锤击数次时,每次锤击都会产生复合弹性波(c)。在第一检测点P 1 处检测每个复合弹性波(c),并且获得功率谱被归一化的值的功率谱的总值。通过测量总值变大的频率,可以获得谐振频率f o 的候选。在第一检测点P 1 中检测到通过打击产生的复合弹性波(c),其脉冲宽度短于反射波P的周期,第二检测点P 2 ,得到复合弹性波(c)的相位差。通过获得示出最小相位差的范围,获得了包含谐振频率f o 的频率范围。通过将共振频率f o 的候选者与包含共振频率f o 的频率范围进行叠加来确定共振频率f o 。混凝土板2的厚度是通过使用反射波的速度和共振频率f o 来操作的。;版权:(C)1999,JPO

著录项

  • 公开/公告号JPH11108647A

    专利类型

  • 公开/公告日1999-04-23

    原文格式PDF

  • 申请/专利权人 ITO KENSETSU KK;TOKAI UNIV;

    申请/专利号JP19980173310

  • 发明设计人 KIYOKUDAN KUNIO;IWANO SATOSHI;

    申请日1998-06-19

  • 分类号G01B17/02;

  • 国家 JP

  • 入库时间 2022-08-22 02:34:05

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