JPH0259644A - Detector with blow method for structural change - Google Patents

Detector with blow method for structural change

Info

Publication number
JPH0259644A
JPH0259644A JP20934088A JP20934088A JPH0259644A JP H0259644 A JPH0259644 A JP H0259644A JP 20934088 A JP20934088 A JP 20934088A JP 20934088 A JP20934088 A JP 20934088A JP H0259644 A JPH0259644 A JP H0259644A
Authority
JP
Japan
Prior art keywords
hammer
spring constant
pulse width
value
inspected
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP20934088A
Other languages
Japanese (ja)
Inventor
Kunihiro Mihashi
三橋 邦宏
Hidetoshi Nishikawa
西川 秀利
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsui Engineering and Shipbuilding Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsui Engineering and Shipbuilding Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP20934088A priority Critical patent/JPH0259644A/en
Publication of JPH0259644A publication Critical patent/JPH0259644A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To detect an abnormality for an object to be inspected in a high accuracy and without a skill by detecting the pulse widths of pulse waveforms for the forces to act upon a hammer and a surface of the object to be inspected at the time of blowing with the hammer. CONSTITUTION:An electrical signal with the pulse waveform which is detected by a force detecting sensor 2 mounted on the hammer 1 for the blow is induced into a calculating circuit 8 for the pulse width wherein converted to a signal having the value proportional to the pulse width. Then, this signal is induced into an arithmetic circuit 3 for a spring constant, wherein the spring constant K is calculated by an equation, K=m.pi<2>/T<2> (where, T is a pulse width and m is a hammer mass), and converted to the signal shown as the value of K. In the first place, when a normal part is being blowed with the hammer 1, a value K0 is stored as the reference value in a storage part 5 for the reference spring constant by a switch 4. When the inspection is made, a ratio of the values C1=K/K0 is calculated by means of inducing the signals to a comparator circuit 6 to compare the signal shown by the spring constant K and the reference value K0. This value C1 is inputted to a display device 7, and the variation from the normal value is informed to the outside with a light or a sound.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、ハニカム板の剥M検査、タイルの剥離検査、
材料内のクラックの発生検査、更には壁板内の根太の有
無の検査など広範囲な用途に使用される打撃式構造変化
検査装置に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to honeycomb board peeling M inspection, tile peeling inspection,
This invention relates to an impact type structural change inspection device that is used for a wide range of purposes, such as inspecting the occurrence of cracks in materials and further inspecting the presence or absence of joists in wallboards.

〔従来の技術〕[Conventional technology]

一般に物の表面をハンマーでたたくと、その物の厚さが
変化したり、内側に支柱があると、音色が変化すること
を良く経験する。
Generally speaking, when you strike the surface of an object with a hammer, you often experience that the thickness of the object changes, or if there is a support inside, the tone changes.

これは打撃によって被打撃物体が振動して音を発生する
が、剥離等によって構造が変化すると、音の周波数と振
幅が変化するためである。
This is because the struck object vibrates and generates sound when struck, but when the structure changes due to peeling or the like, the frequency and amplitude of the sound change.

一般に最も多く用いられている方法は、これと全く同じ
であり、テストハンマーとか、コインタップハンマーと
呼ばれる小型の打撃専用ハンマーにより熟練者が試片を
打撃し、その人の耳によって変化を知るものである。
The most commonly used method is exactly the same as this one, in which an expert hits the specimen with a small hammer called a test hammer or coin tap hammer, and the change is detected by the person's ears. It is.

しかしながら、この方法の欠点は、熟練者でないと判別
できないこと、大きな面について検査する場合には長時
間となるが、人間の神経が疲れて判別できなくなったり
、正常部と欠陥部とが離れている場合、人は前に聞いた
音色を忘れてしまい、判断できなくなり、また試験体が
危険な場所にある場合、人が行くことができず計測でき
ないこと、更に自動化できないことがある。
However, the disadvantages of this method are that only an experienced person can distinguish it, and it takes a long time when inspecting a large area, but the human nerves may get tired and it becomes impossible to distinguish, or the normal part and the defective part may be separated. If the test object is in a dangerous location, people may not be able to go there to measure it, and it may not be possible to automate it.

一方、上記の人手による方法を機械化したものとしては
、打撃を機械で行うようにし、判別はその発生音をマイ
クロホンによって電気信号に変化し、これを周波数分析
とか、音声認識の手法によって音色を判別して、自動化
するものがある。
On the other hand, in a mechanized version of the above manual method, the striking is performed by a machine, and the sound generated is converted into an electrical signal by a microphone, which is then used for frequency analysis or voice recognition to distinguish the tone. There are things that can be automated.

しかしながら、機械化したものの欠点としては、装置が
大きくなり、かつ高価になることと、正常部と異常部と
の判別方法が複雑であり、被試験体が変わると、この判
別方法が変わり、これを被試験体が変わるたびに実施し
なければならないことがあげられる。
However, the drawbacks of mechanization are that the equipment is large and expensive, and the method for distinguishing between normal and abnormal parts is complicated. There are things that must be done every time the test object changes.

そこで、その対策として、被検査物の構造変化などの異
常をハンマーによる打撃時にハンマーと被検査物間に働
く力又はハンマー自体の加速度のパルス波形のパルス幅
を検出することにより、熟練を要せず容易に検出でき、
コンパクトでかつ安価な打撃式構造変化検出装置に関す
る特開昭63−58124の発明がなされており、この
発明における打撃式構造変化検出装置は、力検出センサ
ーまたは加速度検出センサーを取付けた打撃用のハンマ
ーによる被検査物の打撃時に、力または加速度のパルス
波形のパルス幅を検出するパルス幅計算回路から構成さ
れるが、更に基準の被検査物の打撃時の力または加速度
のパルス波形のパルス幅を記憶する基準パルス幅記憶部
、被検査物の力または加速度のパルス波形のパルス幅と
基準パルス幅とを比較する比較回路及びその比較結果の
表示装置を付加することがより好ましい構成とされてい
る。
Therefore, as a countermeasure, it is possible to detect abnormalities such as changes in the structure of the object to be inspected by detecting the force acting between the hammer and the object to be inspected when the hammer hits the object, or by detecting the pulse width of the pulse waveform of the acceleration of the hammer itself. can be easily detected without
The invention of JP-A-63-58124 relates to a compact and inexpensive impact type structural change detection device, and the impact type structural change detection device in this invention is a hammer for impact equipped with a force detection sensor or an acceleration detection sensor. It consists of a pulse width calculation circuit that detects the pulse width of the force or acceleration pulse waveform when the test object is struck by the reference test object. A more preferable configuration is to add a reference pulse width storage unit to store the reference pulse width, a comparison circuit to compare the pulse width of the pulse waveform of the force or acceleration of the object to be inspected and the reference pulse width, and a display device for displaying the comparison result. .

そこで、上記公知の発明において、ハンマー質量mのハ
ンマーが被検査物に接触している時間、即ちパルス幅T
は、変位が正に動いて再び元の位置にもどる時間である
ので、円周率をπで表すと、パルス幅T=πφm / 
Kとなり、パルス幅Tはハンマーの質量mと、主として
被検査物のバネ定数にのみによって決まることになって
いる。
Therefore, in the above-mentioned known invention, the time period during which the hammer with hammer mass m is in contact with the object to be inspected, that is, the pulse width T
is the time it takes for the displacement to move positively and return to its original position, so if pi is expressed as π, the pulse width T = πφm /
K, and the pulse width T is determined only by the mass m of the hammer and mainly the spring constant of the object to be inspected.

したがって、力検出センサーまたは加速度検出センサー
の出力電気信号の波形より、接触している時間であるパ
ルス幅Tを測定すれば、上記T−πJ’;’J’7T’
Cの式から被検査物のバネ定数Kが算定できることにな
る。
Therefore, if the pulse width T, which is the contact time, is measured from the waveform of the output electric signal of the force detection sensor or acceleration detection sensor, the above T-πJ';'J'7T'
The spring constant K of the object to be inspected can be calculated from the equation C.

そこで、本発明者等は、上記公知の発明における、T=
πrの式のバネ定数Kに注目し、この弐のバネ定数Kを
主体にして変換するいてくるので、T−πにフ雇の式の
ごとく、時間T自体で比較するより分解能が上り、前記
特開昭63−581’24の公知例よりも検出精度が向
上することに着目して本発明に到達した。
Therefore, the present inventors proposed that T=
Since we focus on the spring constant K in the equation for πr and convert this second spring constant K as the main component, the resolution is higher than when comparing by the time T itself, as in the equation for T - π, and the above-mentioned The present invention was achieved by paying attention to the fact that the detection accuracy is improved compared to the known example of JP-A-63-581'24.

〔発明の目的〕[Purpose of the invention]

本発明は、被検査物の構造変化などの異常を、熟練を要
せずに検出できる打撃式構造変化検出器に、従来より更
に高い検出精度を持たせることを目的としてなされたも
のである。
The present invention has been made for the purpose of providing a percussion type structural change detector that can detect abnormalities such as structural changes of an object to be inspected without requiring any skill, with higher detection accuracy than the conventional one.

〔発明の概要〕[Summary of the invention]

上記の目的を達成するための本発明の打撃式構造変化検
出装置は、力検出センサーまたは加速度検出センサーを
取付けた打撃用ハンマーによる被検査物の打撃時に、力
または加速度のパルス波形のパルス幅T、即ちハンマー
が被検査物に接触している時間を、検出するパルス幅計
算回路を設けると共に、上記のパルス幅Tを、ハネ定数
K、ハンマー質量m、円周率πで表したパルス幅T−π
v]「Σ丁−の式を、バネ常数にれたバネ定数にと、基
準バネ定数とを比較する比較回路及びその比較結果の表
示装置を設けることを特徴としており、上記バネ定数に
の式では、パルス幅、即ち接触している時間Tが□で効
いてくるので、パルス幅Tの式で、T自体で比較するよ
り分解能が上り、その検出精度が向上することになる。
In order to achieve the above object, the impact type structural change detection device of the present invention has a pulse width T of a pulse waveform of force or acceleration when an object to be inspected is impacted by a hitting hammer equipped with a force detection sensor or an acceleration detection sensor. In other words, a pulse width calculation circuit is provided to detect the time period during which the hammer is in contact with the object to be inspected, and the pulse width T is expressed by the Hane constant K, the hammer mass m, and the pi ratio π. −π
v] "The formula for the spring constant is provided with a comparison circuit that compares the spring constant with a reference spring constant and a display device for displaying the comparison result, and the formula for the spring constant is In this case, since the pulse width, that is, the contact time T becomes effective in □, the expression for the pulse width T has higher resolution and detection accuracy than when comparing by T itself.

〔実施例〕〔Example〕

以下図面を参照して本発明の詳細な説明するが、図面は
本発明の一実施例における打撃式構造変化検出装置の構
成図である。
The present invention will be described in detail below with reference to the drawings, which are block diagrams of an impact type structural change detection device in one embodiment of the present invention.

ます、この装置は打撃用のハンマー1に力検出センサー
2、または加速度検出センサーを取付けたものであるが
、力検出センサー2の場合はハンマー1の先端近くにこ
れを取付けるが、加速度検出センサーを用いる場合はハ
ンマー■のどの位置に取付けても良い。
First, this device has a force detection sensor 2 or an acceleration detection sensor attached to a hammer 1 for striking.In the case of force detection sensor 2, this is attached near the tip of hammer 1, but the acceleration detection sensor is attached to the hammer 1. When used, it can be installed in any position on the hammer ■.

なお、ハンマー1は被検査物10を自動的に打撃するよ
うな自動ハンマーであっても、手で打撃するものであっ
ても良く、これは本発明の判別方法が打撃の強さに依存
しないことによるものである。
Note that the hammer 1 may be an automatic hammer that automatically strikes the object 10 to be inspected, or may be a hammer that strikes the object 10 manually, since the discrimination method of the present invention does not depend on the strength of the strike. This is due to a number of things.

次に、力検出センサー2によって検出されたパルス波形
の電気信号は、パルス幅計算回路8に導入され、パルス
幅に比例した値で示す電圧またはディジタル信号に変換
される′。
Next, the pulse waveform electrical signal detected by the force detection sensor 2 is introduced into a pulse width calculation circuit 8 and converted into a voltage or digital signal represented by a value proportional to the pulse width'.

そこで、ハンマー1が正常部を打撃しているときに図示
されていないスイッチによって指示して基準パルス幅記
憶部に前記のパルス幅に比例した値を記憶させておき、
検査時にパルス幅の信号と記憶された基準パルス幅の値
とを比較し、これらの差または比を計算するようになっ
ており、これによりハンマー1が被検査物10に接触し
ている時間、即ちパルス幅Tは、ハンマー質量をm、円
周率をπとすれば、 T=Eワマとなることは前記特開昭63−58124の
公知例に記載の通りである。
Therefore, when the hammer 1 is striking the normal part, a value proportional to the pulse width is stored in the reference pulse width storage section by an instruction using a switch (not shown).
At the time of inspection, the pulse width signal and the stored reference pulse width value are compared and the difference or ratio between them is calculated. That is, the pulse width T is as follows, where m is the hammer mass and π is the circumference, T=Ewama, as described in the above-mentioned Japanese Patent Application Laid-Open No. 58124/1983.

そこで本発明では、上記T=2の式を 式で演算するバネ定数Kをバネ定数演算回路3に導入し
、このバネ定数Kに比例したKの値で示す電圧またはデ
ィジタル信号に変換する。
Therefore, in the present invention, a spring constant K, which is calculated using the above equation of T=2, is introduced into the spring constant calculation circuit 3, and is converted into a voltage or a digital signal represented by a value of K that is proportional to the spring constant K.

そこで、ハンマー1が正常部を打撃しているときに、ス
イッチ4によって指示して、基準バネ定数記憶部5にそ
のに0値を記憶させ、この記憶された基準値をに0とし
ておく。
Therefore, when the hammer 1 is striking the normal part, the switch 4 is used to cause the reference spring constant storage section 5 to store a value of 0, and the stored reference value is set to 0.

検査時には、バネ常数の信号にと基準値に0とを比較す
る比較回路6へ導びき、値の比、即ちC,=に/KOを
計算する。
At the time of inspection, the spring constant signal is led to a comparator circuit 6 that compares the reference value with 0, and the ratio of the values, that is, C,=/KO, is calculated.

この値C3を表示装置7に導びき、光または音で正常値
からの変化を外部に知らせるようになっている。
This value C3 is led to the display device 7, and a change from the normal value is notified to the outside by light or sound.

によりパルス幅表示の従来例と、バネ定数間のそれぞれ
の打撃式構造変化検出装置を用いて種々の板厚のアルミ
ハニカム表面板を被検査物として、正常部と1吋径の欠
陥部とを打撃した実験値の比較を次表に示している。
Using the conventional example of pulse width display and the impact-type structural change detection device between spring constants, aluminum honeycomb surface plates of various thicknesses were inspected, and a normal part and a defective part of 1 inch in diameter were detected. The table below shows a comparison of experimental values.

上記の通り、正常部と欠陥部との比較は、パルス幅(T
)表示より、バネ定数(K)表示をした方が、より大き
い数字で表わせるので分解度が向上することが判明して
いる。
As mentioned above, the comparison between the normal part and the defective part is based on the pulse width (T
) It has been found that displaying the spring constant (K) improves resolution because it can be expressed with a larger number.

なお、上記バネ定数(K)表示は、実際はバネ定数にの
逆数で表示すると、大きい数字比で表せる。
Note that the above spring constant (K) can actually be expressed as a reciprocal of the spring constant, resulting in a larger numerical ratio.

〔発明の効果〕〔Effect of the invention〕

以上に説明したごとく、従来の打撃によって被検査物の
発生する音によって変化を判別する方式において、自動
判別を電気的に行わせる場合、周波数分析、パターン認
識といった複雑な回路を用いていたのに対し、本発明の
装置では、単にパルス幅のみを測定するので、非常に回
路が簡単となり、片手で持てるポケソi・サイズの装置
に形成でき、しかも、安価に提供できる。
As explained above, in the conventional method of discriminating changes based on the sound generated by the object to be inspected by impact, when automatic discrimination is performed electrically, complex circuits such as frequency analysis and pattern recognition are used. On the other hand, in the device of the present invention, since only the pulse width is measured, the circuit is extremely simple, it can be formed into a Pokeso I-sized device that can be held with one hand, and it can be provided at low cost.

また、パルス幅は打撃力の大小によって変化しないため
、人の手で打撃する場合でも熟練を全く要せず、また機
械的に自動打撃するようにすることも容易である。
Furthermore, since the pulse width does not change depending on the magnitude of the striking force, no skill is required even when striking manually, and automatic striking can be easily performed mechanically.

更に、打撃による接触時間は非常に短いため、機械的に
自動打撃を高速に行うことによって、広い面の検査を高
速に行うことができるという利点がある。
Furthermore, since the contact time due to impact is very short, there is an advantage that a wide area can be inspected at high speed by mechanically performing automatic impact at high speed.

特に、本発明の装置では、バネ定数で表示しているので
、パルス幅で表示するより大きな数字で表わすことがで
き、それだけ分解度が向上し、装置の検出精度の向上が
はかれるという利点がある。
In particular, the device of the present invention has the advantage that since it is displayed in terms of a spring constant, it can be expressed in a larger number than in the pulse width, which improves the resolution accordingly and improves the detection accuracy of the device. .

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の一実施例における打撃式構造変化検出装
置の構成図である。 1・・・ハンマー、2・・・力検出センサー 3・・・
バネ定数演算回路、5・・・基準バネ定数記憶部、6・
・・比較回路、7・・・表示装置、8・・・パルス幅計
算回路、10・・・被検査物。
The drawing is a configuration diagram of an impact type structural change detection device according to an embodiment of the present invention. 1... Hammer, 2... Force detection sensor 3...
Spring constant calculation circuit, 5... Reference spring constant storage section, 6.
... Comparison circuit, 7 ... Display device, 8 ... Pulse width calculation circuit, 10 ... Test object.

Claims (1)

【特許請求の範囲】[Claims] 力検出センサーまたは加速度検出センサーを取付けた質
量mのハンマーによる被検査物の打撃時に、力または加
速度のパルス波形のパルス幅Tを検出するパルス幅計算
回路を設けると共に、バネ定数K、円周率πで表したパ
ルス幅T=π√(m/K)の式を、バネ定数Kを主体と
してK=m(π^2/T^2)の式に変換するバネ定数
演算回路、そこで演算されたバネ定数と基準バネ定数記
憶部で記憶された基準バネ定数とを比較する比較回路及
びその比較結果の表示装置を設けた打撃式構造変化検出
装置。
A pulse width calculation circuit is provided to detect the pulse width T of the pulse waveform of force or acceleration when a hammer of mass m to which a force detection sensor or acceleration detection sensor is attached is used to strike an object to be inspected. A spring constant calculation circuit that converts the equation of pulse width T = π√ (m/K) expressed in π into the equation of K = m (π^2/T^2) with the spring constant K as the main component. An impact-type structural change detection device comprising a comparison circuit for comparing a spring constant and a reference spring constant stored in a reference spring constant storage unit, and a display device for displaying the comparison result.
JP20934088A 1988-08-25 1988-08-25 Detector with blow method for structural change Pending JPH0259644A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20934088A JPH0259644A (en) 1988-08-25 1988-08-25 Detector with blow method for structural change

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20934088A JPH0259644A (en) 1988-08-25 1988-08-25 Detector with blow method for structural change

Publications (1)

Publication Number Publication Date
JPH0259644A true JPH0259644A (en) 1990-02-28

Family

ID=16571329

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20934088A Pending JPH0259644A (en) 1988-08-25 1988-08-25 Detector with blow method for structural change

Country Status (1)

Country Link
JP (1) JPH0259644A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110987671A (en) * 2019-12-04 2020-04-10 北京交通大学 Device for applying impact excitation inside soil layer of laboratory sand box

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6358124A (en) * 1986-08-28 1988-03-12 Mitsui Eng & Shipbuild Co Ltd Impact type structural change detector

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6358124A (en) * 1986-08-28 1988-03-12 Mitsui Eng & Shipbuild Co Ltd Impact type structural change detector

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110987671A (en) * 2019-12-04 2020-04-10 北京交通大学 Device for applying impact excitation inside soil layer of laboratory sand box

Similar Documents

Publication Publication Date Title
US3580056A (en) Nondestructive, resonant testing apparatus with magnetic pickup
JPS6358124A (en) Impact type structural change detector
JP5208625B2 (en) How to determine the quality type of a structure
JP5666334B2 (en) Quality diagnosis method for concrete structures
JP3438525B2 (en) Hammer judgment device
JP2002131291A (en) Method and device for inspecting structure
JPH0259644A (en) Detector with blow method for structural change
JP3922459B2 (en) Separation and cavity detection method and apparatus by percussion method
JP2000088817A (en) Hammering determining device
US20030167845A1 (en) Defect identification in bodies consisting of brittle material
JP5714930B2 (en) Quality diagnosis method for concrete structures
JP2000131288A (en) Exfoliation determination device of wall part of building
JP2000131290A (en) Nondestructive test device of concrete
JP2001330595A (en) Hammering test method
JP2011002276A (en) Method and device for detecting breakage of glass
JP2000131293A (en) Fixed state determination device of tunnel stud
JP2734282B2 (en) Percussion equipment for building finishing materials
JPH07134118A (en) Method and apparatus for sorting sound
JP2000074889A (en) Hammering determining device
JPH09250971A (en) Method and device for inspecting abnormality
JPH0549935B2 (en)
JP2002250720A (en) Equipment for inspecting architectural structure
JP2003329655A (en) Damage inspection device
JPH0549933B2 (en)
JPH0612319B2 (en) Drive control method of hammer for impact inspection