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JP3599672B2 - Ultrasonic detection method and apparatus and signal processing recording medium - Google Patents
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JP3599672B2 - Ultrasonic detection method and apparatus and signal processing recording medium - Google Patents

Ultrasonic detection method and apparatus and signal processing recording medium Download PDF

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JP3599672B2
JP3599672B2 JP2001010489A JP2001010489A JP3599672B2 JP 3599672 B2 JP3599672 B2 JP 3599672B2 JP 2001010489 A JP2001010489 A JP 2001010489A JP 2001010489 A JP2001010489 A JP 2001010489A JP 3599672 B2 JP3599672 B2 JP 3599672B2
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ultrasonic
waves
detected
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JP2002214208A (en
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正行 廣瀬
実 八島
章雄 森
昌夫 佐藤
友則 堀池
富造 津田
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株式会社エッチアンドビーシステム
株式会社エヌ・ティ・ティネオメイト中国
関西エックス線株式会社
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N29/00Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
    • G01N29/04Analysing solids
    • G01N29/12Analysing solids by measuring frequency or resonance of acoustic waves
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2291/00Indexing codes associated with group G01N29/00
    • G01N2291/04Wave modes and trajectories
    • G01N2291/044Internal reflections (echoes), e.g. on walls or defects

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  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
  • Measurement Of Velocity Or Position Using Acoustic Or Ultrasonic Waves (AREA)

Description

【0001】
【発明が属する技術分野】
この発明は、超音波を使用して、例えば、鉄筋コンクリート製電柱やよう壁の地中部などの目視し得ない部分での割れの存在とその位置を、地上から探知するの超音波探知方法とその装置および信号処理記録媒体に関する。
【0002】
【従来の技術】
例えば、コンクリート材の内部探知を、超音波を用いて行うとすると、従来、以下の要因で殆どの場合、その内部探知を不可能にした。その要因を示せば、
・コンクリート内にある多量の粗骨材及び気泡の存在により超音波が大きな散乱現象を起こす。
・上記散乱現象により大きな勢力の探知妨害波が生じ、探知目標波がこの妨害波の中に埋もれてしまう。
・経年による被探知体の劣化。
・走査面に存在する無数の大小さまざまなひび割れ。
・被探知体の形状。
・電気的雑音及び大きな勢力の外乱の受信波への混入。
等々である。
【0003】
一方、近時、上述の要因から生ずる問題点を除去し、コンクリート内部を高精度に探知し得る方法論として巨視的探知理論が確立され、これに基づいた超音波探知装置及び超音方法が出現している。
【0004】
しかしながら、前記探知装置でも、電柱等の地中部割れ探知を地上部電柱面から探知するのは困難である。この様なテーマにおける探知では、ひび割れからの反射波の強度は微弱であり、前述の2)及び5)に示した理由で極端にその勢力が大きい妨害波の中に、上記反射波が埋もれてしまうからである。
【0005】
【発明が解決しようとする課題】
図1の(a,b)は、広帯域超音波を発信する発信探触子11と発信された超音波の反射波を受信する受信探触子12との一対を斜角治具13に固定し、鉄筋コンクリート製電柱14の柱軸に対して並列に配置した事例を示す。
【0006】
この例の場合、斜角治具13を介して、角度θ1で電柱14の中心方向に発信されるたて波超音波は、ホイヘンスの原理にのっとり図示する角度θ2で電柱14のコンクリート内に入力される。
【0007】
この入力超音波は、電柱14の表面及びその肉厚に関する裏面で反射を繰り返し地中部の割れ15に至り、図示する如く、前記と同様の反射の繰り返しで探触子11,12の配置方向へ戻ってくる。この様な伝達で以下の問題が生じてくる。
【0008】
1)前述の反射経路の超音波(探知目標波)は電柱14のコンクリート材特有の散乱減衰の存在、及び肉厚に関する電柱14の表面及び裏面での多くの反射の繰り返しに伴う減衰現象で、強度が低下していく。
【0009】
2)上述の強度低下は、高周波超音波になればなるほど加速度的に増大していく。
【0010】
3)前述の探触子11,12の配置方向へ戻ってくる探知目標波は、図1に示す模式図では、受信探触子12で受信されていない。これより、発信及び受信探触子11,12を配置する位置によって、探知目標波の受信強度が大きく変化することになる(言い換えると、探触子11,12の位置を柱軸方向で変化させていけば、探知目標波の強度がより大きくなる探触子11,12の位置を選定できることになる)。
【0011】
4)図1(a)に示す如く、角度θ2 で斜め方向に超音波101を入力してもコンクリートのように散乱現象の大なる材質の場合、水平方向に発信された比較的勢力の大きい超音波102が存在する。この超音波102が、探知目標波に比し勢力の大きい妨害波を起生させる。図1(a)で、この超音波102の電柱14肉厚内の伝達状況を模似的に示している。いわゆる重複反射である。この様な波は共振現象を起し、その勢力が大きくなる。かつ電柱14の表面と探触子と治具間の接触媒質の付着状況、電柱表面の状況、探触子押し付け状況等の微妙な変化で大きくその強度が変動する。
【0012】
前述の1、2、3及び4の問題点に対処しなければ、電柱14の地中部の割れ15を初め、電柱14の張紙防止帯16(図1(a)参照)内の割れ、およびよう壁の地中部の割れ等の探知は不可能である。
【0013】
本発明はかかる問題点に鑑みなされたものであって、電柱の地中部の割れ、よう壁の地中部の割れ、及び張紙防止帯内の目視し得ない場所に生じた割れなどの探知を高精度に行うことができる超音波探知方法とその装置および信号処理記録媒体の提供を目的とする。
【0014】
【課題を解決するための手段】
この発明は、被探知物体の表面から探知方向側へ斜め方向に発信した超音波の反射波を受信して、被探知物体内部の状態を探知する超音波探知方法あるいはその装置であって、前記被探知物体に対して、発信された超音波の反射波を受信して探知する第1の探知位置と、この第1の探知位置から探知方向の遠近側に所定量移動して第1の探知位置と同様に探知する第2の探知位置とを評定し、各位置での超音波の出力毎に得られる受信波を加算して平均値を取出す加算平均波G1(t),G2(t)を演算し、これら加算平均波G1(t),G2(t)のそれぞれから所定の周波数を中心に狭帯域成分波G1(t),G2(t)を作成し、これら狭帯域成分波G1(t),G2(t)の波形形状の比較で被探知物体内部の形態を探知する超音波探知方法あるいはその装置であることを特徴とする。
【0015】
すなわち、2つの狭帯域成分波G1(t),G2(t)を比較して、両者の波形形状に明らかな差異が判定できるとき、被探知物体内部の形態変化を認識することができる。
【0016】
好ましい実施形態の1つとして、前記狭帯域成分波G1(t),G2(t)を、
1(t)−G2(t) または、G2(t)−G1(t)
の減算処理して探知波を演算し、該探知波の波形形状で被探知物体内部の形態を探知することができる。
【0017】
好ましい実施形態の1つとして、前記探知波に大きな振幅の波形が起生しているとき、該波形の起生時刻tl を算出し、該起生時刻tl および被探知物体の超音波伝播速度cVpに基づいて形態変化の位置を演算することができる。
【0018】
好ましい実施の形態の1つとして、前記狭帯域成分波G1(t),G2(t)の最初に起生した大きな振幅波の起生時刻t0 を、被探知物体の肉厚d、その超音波伝播速度cVpとしたとき、
t0 =2d/cVp
で演算すると共に、この起生時刻t0 以降に起生する前記狭帯域成分波G1(t),G2(t) 上の1番目ないし複数番目のいずれかの波山または波谷の時刻tw で、前記2つの狭帯域成分波G1(t),G2(t)の一方の波を時間軸の前後にΔt時間だけずらせて波形を合致させたときの補正波H1(t),H2(t)を作成し、これら補正波H1(t),H2(t)の波形形状の比較で被探知物体内部の形態を探知することができる。
【0019】
好ましい実施形態の1つとして、前記補正波H1(t),H2(t)を、
H1(t)−H2(t) または、H2(t)−H1(t)
の減算処理して探知波を演算し、該探知波の波形形状で被探知物体内部の形態を探知することができる。
【0020】
好ましい実施形態の1つとして、前記波山または波谷の時刻tw における狭帯域成分波G1(t),G2(t)の絶対値W1,W2をそれぞれ演算し、これら絶対値W1,W2の商W1/W2、またはW2/W1で前記補正波H1(t),H2(t)の一方を他方に対して両波が対応する波となるように修正し、一方の修正補正波W2/W1・H1(t),W1/W2・H2(t)と他方の補正波H1(t),H2(t)を
W2/W1・H1(t)−H2(t) または、W1/W2・H2(t)−H1(t)
の減算処理して探知波を演算し、該探知波の波形形状で被探知物体内部の形態を探知することができる。
【0021】
好ましい実施形態の1つとして、前記被探知物体の厚みd、該物体の超音波伝播速度cVp,探触子の径φ、数β、係数(補正値αに基づいて、探触子から探知方向に対して横方向に伝播する障害波の強度が小さくなる第1の周波数f0と、共振障害周波数fdとを
f0 =αcVp/φ fd =βcVp/2d
で演算し、前記狭帯域成分波G1(t),G2(t)を作成する所定の周波数を前記第1の周波数 0より低い周波数選定し、さらに、上記共振周波数fdを取除いて狭帯域成分波G1(t),G2(t)を作成することができる。
【0022】
好ましい実施形態の1つとして、演算処理する演算手段はパーソナルコンピュータで構成することができ、また、演算処理される信号処理プログラムをコンピュータ読取り可能な、CD,HD,FDなどのディスク系やその他の記録媒体に記録することができる。
【0023】
好ましい実施形態の1つとして、超音波発生手段の超音波を発信する発信探触子と、反射波を受信する受信探触子とは別体であるも、一体共用形であるもよい。また、発信探触子と受信探触子とを別体に形成したとき、これらの探知位置を左右並列に配置するも、また、上下直列に配置するもよい。さらに、位置の評定をするための移動は、両者を同時に、またはいずれか一方を移動させて行うことができる。
【0024】
【発明の効果】
この発明によれば、各種の妨害波を取除いて探知目標波の強度を大きく得ることができ、被探知物体の内部状態およびその位置の探知を高精度に行うことができる。
【0025】
【実施例】
この発明の一実施例を以下図面と共に説明する。
【0026】
図面は、超音波探知方法とその装置を示し、図1は、既に説明したように超音波探知方法の模式図を示している。
【0027】
図2は、超音波探知装置20を示し、該超音波探知装置20はパルス発生器21、解析装置22、表示装置23を備えている。
【0028】
上述のパルス発生器21は、広帯域周波数のパルスを発生するパルス発生回路21aと、発生されたパルスの間隔を所定の間隔に変更するパルス間隔変更回路21bと、パルス発生回路21aで発生されて、パルス間隔変更回路21bで設定されたパルス間隔でパルスを出力するパルス駆動回路21cで形成している。
【0029】
上述のパルス発生器21から出力されるパルスの広帯域超音波は発信探触子11から電柱14に発信され、その反射波は受信探触子12で受信され、外付けアンプ24で増幅処理されて解析装置22に入力される。
【0030】
上述の解析装置22は、信号を増幅するアンプ回路22aと、不要な信号を取除くためにローパスフィルタやハイパスフィルタなどのフィルタで形成されるフィルタ回路22bと、A/Dコンバータ22cと、複数の受信波を加算して平均値を取出すゲートアレイ22dと、これらの各回路装置の駆動制御と演算処理を実行するCPU22eと、解析処理および演算処理を実行するために必要なプログラムを格納したハードディスク22fで形成している。
【0031】
なお、上述のプログラムはCD(コンパクトディスク)24に記録されていて、該CD24からハードディスク22fにインストールして格納している。
【0032】
また、前述のCPU22eおよびハードディスク22fは周知のパーソナルコンピュータで構成することができる。
【0033】
また、表示装置23は液晶で構成するも、陰極管で構成するもよい。
【0034】
電柱14の地中部などのひび割れ15等を探知する測定図を発信探触子11と受信探触子12を用いる2探触子法で図1に示したが、測定はこの配置法に限定されるものではない。図3(a,b)に測定で用いられる2っの配置法を示す。また、発信及び受信共用の探触子を用い、図3(c)に示す如き測定を行ってもよい。
【0035】
図3(a,b)の探触子並列配置と直列配置ではコンクリートへの超音波入力方向が図1に示す如くだけ傾いていることより、妨害波である102の重複反射による共振波の起生は、並列配置測定に比し、直列配置測定の方が格段に小さい。また図3(c)の1探触子測定では、その機構的、電気的特性からの不感帯が受信波の前方に生ずるが、前記102の超音波による妨害波の起生状況は、その強度に差はあるが、図3(a,b)の並列配置の場合と同等である。これより、以降図3(a)の探触子並列配置測定を用い、実施例として、電柱14の地中部割れ測定を行うことで本超音波探知装置及び探知方法の詳細を説明する。
【0036】
図4は、図1に示す電柱割れモデルで外径φ=30cm、肉厚d=4cm、探触子と割れまでの距離lが10cm、探触子径の直径が55mmとした時の測定結果例である。超音波を5秒間隔で1000回連続に発信し、連続で受信した受信波を解析装置22に具備されたゲートアレイ22dで自動的に加算平均した波より52.5KHz を中心周波数とする図8に示す如きスペクトル形状を示す狭帯域成分波で示している。
【0037】
また、3本の測定波を並べて示している。図5に示す如くNo. 1の測定点下側のみに割れがありNo. 2.No. 3の下側には割れがない場合の測定例の1っであ発信探触子11より、図6に示す広帯域超音波をコンクリート面より101方向へ入力している。360KHz スペクトル値を最大とし、これより低周波領域の成分も多量に含む時系列波(図7)となっている。各測定波で太線と細線の2っを示している。太線の波は、図1の測定図で距離lの値を10cmとしたものである細線の波は距離l値を15cmとしたものである。
【0038】
図4を見る極り、No. 1の測定下側にひび割れがあるとは、何ら判断不可能である。
【0039】
この理由は、図3(a,b)の探触子並列配置、直列配置計測、図3(c)の発信及び受信探触子共用の計測では、以下の共通した問題点が生じているからである。
【0040】
1).図1のコンクリート表面を探触子11,12間で伝達する103の波が割れ探知の妨害波として生ずる。その勢力は非常に大きい。
【0041】
2).図1の電柱14の肉厚で表面と裏面で重複反射する102の波は共振現象を生じている。この共振波は勢力の大きい妨害波である。共振波故に、探触子11,12の微細な位置の相違、探触子11,12及び斜角治具13と電柱14表面との間の接触媒質の塗り付けの違い、その押し付けの違いで、前記共振波はその起生の状況が大きく変動する。
【0042】
3).受信波に含まれる割れからの反射波の強度等は図9に示す如く、探触子11,12の設置位置で大きく変動してくる。図9(a)はたて波反射波が受信されず、モード変換で生じたよこ波反射波を、図9(b)ではたて波反射波を受信している様子を示している。以上により、探触子11,12の設置位置によっては、割れ15からのたて波反射が別の位置ではよこ波反射が大きくなると云う物理現象、あるいは割れ15からの反射波強度が極端に小さくなる等の物理現象が生ずる。
【0043】
以上、1)〜3)の問題点に対処しなければ、ひび割れ15からの反射波を取得するのは困難である。
この対処法は以下のごとくになる。
【0044】
前述の1)に示す妨害波は巨視的探知理論より、探触子11,12の径φと、コンクリート音速(伝播速度)cVpより、[数式1]で算定されるf0 値近傍の周波数帯で、その強度が小さくなる。この現象を利用した波形分析を行うべきである。
【0045】
[数式1] f0 =αcVp/φ
但し、αは計測実験で確定する補正係数。
【0046】
前述の2)の問題に対しては、図1の102の重復反射波の共振振動数fd が電柱13の肉厚d及びコンクリート音速cVpを用いて、[数式2]の如く算定される。
【0047】
[数式2] fd =βcVp/2d
ここで、β=1および0.59
0.59はコンクリートのよこ波とたて波との速度比。
【0048】
上述の算定の如くなることより、このfd およびその前後の周波数スペクトルを除いた狭帯域成分波を前記加算平均波から取り出せば、この共振現象による悪影響を回避することが出来る。
前述の3)の問題に対しては、以下の如く対処する。
【0049】
図9に示す如く、(a)なる位置での加算平均波、(b)なる位置での加算平均波に含まれる電柱14の割れ15からの反射波の強度は大きく異なってくる。一方、(a)なる位置での前記102、103の妨害波は、(b)なる位置での前記妨害波と、その形状及び強度に大きな変化は生じない。例え前記接触媒質の過多等により、上記形状及び強度に多少の変化が生じたとしても、成分波の取り出しを低周波方向へ掃引していくに従い、前述の変化の量は縮小していく。この状況を模式的に示したものが図10である。
【0050】
図10(a)が、図9(a)の計測に対応する前記妨害波401と、前記ひび割れ15からの反射波403を示したものである。
図10(b)、が図9(b)の計測に対応する前記妨害波402と、前記ひび割れ15からの反射波404を示したものである。
【0051】
今、401と403の重畳波をG1(t) とし、また、402と404の重畳波をG2(t) とすれば、前述の妨害波401と402とが前述の如く、殆どその形状が同一であることより、
2(t) −G1(t)
の波は図10の(c)の如くなる。図には示さないが、
1(t) −G2(t)
としても波の山と谷が逆転するだけである。
【0052】
図9において、距離l1 とl2 の位置の選定が適切であれば、図10(c)のtl の値は図9(b)の計測における割れ15からの反射波起生時刻となる。
上述の適切という意味は、図9(a)の計測において、図10(a)の如き401と403の合成波G1(t)(すなわち、減衰波)が得られること、及び図9(b)の計測において、図10(b)の如き402と404との合成波において波の後方で大きな振幅の波が生ずる探触子位置を探し、この位置で加算平均波G2(t)を測定することである。
【0053】
さて、図5に示した計測で、各々の測点で、1000回の加算平均波として得た、前述の波G1(t)およびG2(t)より52.5KHz の狭帯域成分波を取り出し比較した図4において、No.1の測点下側からの反射波を見出せなかった理由を前述の問題点と対比させて説明する。
【0054】
本電柱モデルは、外径30cmで、肉厚dが40mmである。これより、図1に示す102の妨害波のたて波共振振動数fd は、伝播速度cVpを4500m/secとしたとき、前述した[数式2] fd =βcVp/2dにより(β=1)、

Figure 0003599672
また、よこ波の共振振動数fd は(β=0.59)
Figure 0003599672
である。
【0055】
これより、33〜56KHz 及びその前後の帯域での成分波では、前記102の共振波が大きく生じ、割れ15からの反射波がこの共振波の中に埋もれることになる。図4の比較波は52.5KHz を中心周波数とする狭帯域成分波である。この振動数は前述の共振振動数の極めて近傍にあることより、割れ15からの反射波の存在を確認できなくなる。
【0056】
一方、図11は、同一の加算平均波G1(t)およびG2(t)より極めて低周波の狭帯域成分波をそれぞれG1(t) およびG2(t) として取り出したものである。中心周波数を7.3KHzとしている。この周波数帯であれば前記電柱肉厚dに依存する共振妨害波は消滅する。
【0057】
第1の実施例として、後記[数式3]を用いた解析例を示す。
図11の波の内、太線は図1の探触子11,12の端部から割れ15までの距離lを10cmとしたものであり、細線は単にこの距離lを15cmとしたものである。本電柱は、図5の計測において、No.1の測点の下側にのみ割れ15があることを前述した。図11のNo.1に示す波がこの測点での前述のG1(t) 波(太線)、G2(t) 波(細線)である。No.1に示す前記2っの波のみが、その振幅及び位相が大きく変動し、No.2,No.3に示す前記2っの波は振幅及び位相とも、殆ど変化していない。
【0058】
前述の図1の102の妨害波として非共振波も存在する。図11のNo.1〜No.3の波で最初に大きな振幅で励起している波が、この102の非共振妨害波である。
【0059】
これにより、図11で太線G1(t) 波と、細線G2(t) の波より、[数式3]で示す波を作成すれば、前記非共振妨害波が除去され、若しひび割れ15があれば、ひび割れ15からの反射波のみが求められる。
【0060】
[数式3] G2(t) −G1(t)
図12で、No.1のG2(t) −G1(t) 波のみでひび割れ15からの反射波が確認できる。
【0061】
前述の図11、12を得るための分析で用いたG1(t),G2(t)波(加算平均波)は、前述の図10(a,b)に示す最適な波ではない。単に、ひび割れ15から、探触子11,12の端部までの距離lを、G1(t) 波(太線)で10cmとし、G2(t) 波(細線)で15cmとしたものである。図9(a,b)の如く、それぞれひび割れ15からの反射波強度が最も小さく、また最も大きくなる様に、探触子11,12の位置を決めたものではない。
【0062】
以上により、前述の最適なる探触子位置の選定法(位置の評定)について以降に示す。
[1] G1(t)波の収録
1).まず、電柱14の地中部のグランドライン17の近くで、図1に示す如く、探触子11,12を配置し、試計測を行う。32回程度の加算平均波1G1(t) を収録し、20KHz 付近を中心周波数とする狭帯域成分波1G1(t)を作成し、 超音波探知装置20の表示装置23の計測画面上に、図13に示す如く、1G1(t)波を表示する。
【0063】
2).探触子11,12の位置を柱軸方向に沿って、下側又は上側へΔl=5mm、または、10mm程度の間隔で移動する。上記移動が終了し探触子11,12の位置を固定した段階で再度試計測を行い、32回程度の加算平均波2G1(t) を収録し、前述と同様に20KHz 付近を中心周波数とする狭帯域成分波2G1(t)を作成し、超音波探知装置20の表示装置23の計測画面上に表示されている1G1(t) 波の上に、前述の2G1(t)波をリアルタイムに重ね描きする。
【0064】
3).上述した2)の試計測を繰り返して、その都度得られる前述の試計測波iG1(t)を前述の1G1(t)の上にリアルタイムに重ね描きしていくと、ひび割れ15がある場合、1G1(t)とiG1(t)との波の形状が探触子11,12の位置の変動に伴い大きく変動する。(なお、添字のi は移動回数)。
【0065】
その結果、図14の点線で示すiG1(t)波が得られる。iG1(t)の波で、波の後方に大きな振幅の生じない波がある。この時の探触子11,12の位置で波を収録する。勿論、1G1(t) 波は、計測環境からの外乱の除去のために、適切なる加算平均化回数を指定した加算平均波である。
【0066】
4).前述の2)の計測を繰り返し、その都度得られる前述の試計測波1G1(t)の20KHz 付近を中心周波数とする狭帯域成分波iG1(t)を、前述の1G1(t)の上に重ね描きしていくと、ひび割れ15がない場合、1G1(t)とiG1(t)との形状及び位相は殆ど変化しない。この場合、適当なi で探触子11,12の位置を決めてG1(t)なる加算平均波を収録すればよい。
[2] G2(t)波の収録
1).前述のごとく収録された加算平均波G1(t)より、20KHz を中心周波数とする狭帯域成分波G1(t) を作成し、超音波探知装置20の表示装置23の計測画面上に、前述のG1(t) 波を表示する。図14の点線波形がこのG1(t) に相当する。
【0067】
2).前述のG1(t)波の収録位置は、[1]の3)および4)でのG1(t)波の収録で確定している。そしてG2(t)波の収録開始時には、前述の確定位置に探触子11,12が配置されている。この位置を始点に、柱軸に沿って下側又は上側へΔl=5mm、または、10mm程度の間隔で探触子位置を移動させ、その都度iG2(t)波を試計測する。iG2(t)波は32回程度の加算平均波である。添字i は探触子11,12の移動回数である。この測点でひび割れ15があれば、この試計測の中で、図14の実線波形の如きiG2(t)波の表示を確認できる。
【0068】
勿論、iG2(t)波は、前記の如く、20KHz 付近を中心周波数としてiG2(t) 波より取り出した狭帯域成分波である。前述の点線波形G1(t) と実線波形iG2(t) を超音波探知装置20の表示装置34の計測画面上でリアルタイムに表示することで比較し、図14に示す如く、G1(t) とiG2(t) との波の形状が大きく変動する探触子11,12の位置を前述の如く探し、この探触子位置でG2(t)波を収録する。勿論、G2(t)波は、計測環境からの外乱の除去のために適切なる加算平均化回数を指定した加算平均波である。
【0069】
3).前述の2)に示したG2(t)波の収録で、その測点でひび割れ15が存在しない場合、前述のG1(t) 波と1G2(t)波との形状及び位相は殆ど変化しない。この場合、適当なi で探触子位置を決め、G2(t)なる加算平均波を収録すればよい。
【0070】
以上説明したごとく、20KHz 付近の中心周波数の成分波を用いて、図9(a)に示すひび割れ15からのたて波反射波強度が小さくなる加算平均波G1(t)を計測する方法と、図9(b)に示すひび割れ15からのたて波反射波強度が大きくなる加算平均波G2(t)を計測する方法を示した。
【0071】
なお、G1(t)の計測を図9(b)の場合にし、G2(t)の計測を図9(a)の場合にしても、一向に構わない。
【0072】
ところで、前述のG1(t) ,G2(t) の取り出しで、20KHz 付近の中心周波数を採用した理由を示しておく。日本国内で一般的な電柱14の肉厚dは4050mm程度である。これより図1の102に示す妨害波の共振振動数成分の下限は、前述の[数式2]に基づいて算出すると、
たて波で fd =4500m/sec/2×50mm=45KHz .
よこ波で 0.59fd =ほぼ24KHz .
程度である。これより上述の共振振動数を避けて、20KHz とした。なお、45KHz 以上の高周波を中心周波数としなかった理由は、散乱波など他の妨害波による共振現象による悪い環境を避けるためであった。
【0073】
前述の[1].[2]よるG1(t)およびG2(t)の波の取得によるひび割れ測定の方法を第2の実施例として、以降に示す。
【0074】
図1の計測において、電柱14の外径30cm、肉厚d=50cm、距離l=20cm(ひび割れ15から探触子11,12の斜角治具13の端部までの距離は15cm程度である)の場合のひび割れ測定である。
【0075】
探触子11,12間の距離aは150mmである。20KHz 付近を中心周波数とするG1(t)と1G2(t) のリアルタイム表示例を図15に示す。細線波がG1(t) であり、太線がiG2(t)である。波形後方で2っの波の形状が大きく変化している。この iの位置でG2(t)を収録した。G1(t),G2(t)波共500回の加算平均波である。
【0076】
本実施例は前述したリアルタイム計測で、図9(a)の如きひび割れ反射経路でG1(t)を、図9(b)の如きひび割れ反射経路でG2(t)を計測していることより、G2(t)波に含まれる割れ15からの反射波強度が大きなものとなっている。これより前述の第1の測定例のように極く低周波でなくとも、高周波成分波でひび割れ15からの反射波を取出すことが可能である。
【0077】
当然、高周波成分でひび割れ15からの反射波を取出せれば、ひび割れ15と、探触子11,12間の距離をより高精度に測定できる。図16に示すNo.1の2っの波はこの場合の成分波である。91.6KHz を中心周波数とする狭帯域波である。太線がG1(t) 波、細線がG2(t) 波である。No.2の2っの波は割れ15がない場合の同様の比較波形である。
【0078】
1(t) −G2(t)
なる減算を行った結果を図17に示す。No.1の減算波でカーソル位置t0 より大きな振幅の波の起生が確認できる。この波の起生時刻は70μ秒より、本実施例でのコンクリートの音速cGp=4500m/sec 、及びa=150mm、探触子径55mmを用いて、探触子11,12とひび割れ15までの距離l1 を算出すると、 l1 =[(70×4.5/2)−((150−55)/2)1/2 =ほぼ150mm
となる。この値は探触子11,12の端部とひび割れ15までの距離の実値150mmと一致する。
【0079】
一方、図18は、図1の102の電柱肉厚dに依存する妨害波が共振現象を起す周波数帯でのG1(t)−G2(t)を示したものである。前述した理由で妨害波が残存し、ひび割れ15からの反射波の起生とその時刻を確認できない。
【0080】
前述のG1(t) ,G2(t) において、最初に生ずる大きな振幅の波は、図1の102の妨害波であった。
【0081】
前述の[数式1]で示す周波数f0 より低周波で、かつ[数式2]で示す周波数帯以外の周波数を中心周波数とする狭帯域成分波G1(t)およびG2(t)では、殆どの場合、その波の形、強度は略同一であり、位相ずれも微小である。前述の実施例1及び2は、この様な場合の測定例で、ひび割れ15からの反射波を、[数式3]を用い、
1(t) −G2(t)
として求めるものであった。
【0082】
ところで、図19に示す如く、電柱14のコンクリート内には柱軸方向に主筋19aが、その円周方向には螺旋状フープ筋19bがそれぞれ配されている。
【0083】
一方、前述のG1(t),G2(t)波の収録に当って、探触子11,12の移動方向は柱軸方向であった。これより、探触子11,12の位置によっては、この螺旋状フープ筋19bからの反射波を受信する場合もあれば、受信しない場合もある。
【0084】
この波は、前述の102の妨害波と重畳して起生する。また、図20に示す如く、探触子11,12の配置の近傍に縦方向のフェアクラック501等がある場合、図示する如く、探触子11,12の位置によっては、102の妨害波がこのフェアクラック501で遮断されることもある。
【0085】
この様な場合、前述のG1(t),G2(t)波の最初に生ずる大きな振幅の波102及び螺旋フープ筋19b等から反射波の重畳波は、その形状及び強度に相違が生じ、かつ位相ずれも生じてくる。
【0086】
この問題に対処するために、
1).前述のG1(t) ,G2(t) において、
電柱14の肉厚dとコンクリート音速cVpで表される102の探知妨害波の最初の起生時刻t0 =2d/cVp以降に生ずるG1(t) ,G2(t) の1番目の、及び2番目の、及び3番目の、及び4番目のいずれかの波山及び波谷の時刻tw で、G1(t) ,G2(t) のいずれか一方の波を時間Δtだけ前後にずらすことで合致させ、G1(t) ,G2(t) の換わりに、それぞれ時間軸が相互に時間Δtだけ移動した補正波H1(t) およびH2(t) を求め[数式4]に示す波を作成する。
【0087】
[数式4] H1(t)−H2(t) または、 H2(t)−H1(t)
2).前述のG1(t) ,G2(t) において、
前述の探知妨害波の最初の起生時刻t0 =2d/cVp以降に生ずるG1(t) ,G2(t) の1番目の、及び2番目の、及び3番目の、及び4番目のいずれかの波山及び波谷の時刻tw で、G1(t) ,G2(t) のいずれか一方の波を時間Δtだけ前後にずらすことで合致させ、G1(t) ,G2(t) の換わりに、それぞれ時間軸が相互に時間Δtだけ移動した補正波H1(t) およびH2(t) を求め、
前述の時刻tw におけるG1(t) ,G2(t) の振幅値の絶対値をそれぞれW1 ,W2 と定義し、[数式5]に示す波を作成する。
【0088】
[数式5] W2 /W1 H1(t)−H2(t)
または W1 /W2 H2(t)−H1(t)
なお、W2 /W1 H1(t)、W1 /W2 H2(t)は、修正補正波と称することができる。
【0089】
前述の[数式4]及び[数式5]で作成される波を用いれば、前述の螺旋状フープ筋19bからの反射波等がG1(t),G2(t)波の中に含まれる場合であっても、また探触子11,12の配置の近傍にフェアクラック501等がある場合でもひび割れ15からの反射波の起生を特定できる。
【0090】
実施例3として、実施例2で示した電柱外径30cm、肉厚d=50mm、ひび割れ15から斜角治具13の端部までの距離15cm、発信及び受信探触子11,12の間隔aを150mmとした時のひび割れ計測に、前述の[数式4]及び[数式5]を適用する。
【0091】
図16は、91.6KHz を中心周波数とする狭帯域成分波であるG1(t) とG2(t) をそれぞれ太線及び細線で示したものであった。No.1の測点で、探触子11,12の端部から15cm下側に割れ15があり、No.2の測点では割れのない測定であった。図示するカーソル位置tw =41.9μ秒で[数式4]を適用した結果を図21に、[数式5]を適用した結果を図22に示す。[数式4]及び[数式5]を適用した相方の結果共、No.1の測点での割れ15からの反射波を明敏に抽出している。
【0092】
なお、実施例1、2、3で示した各波は、図4、7、10、11、13、14、15、16を除き、実際の波をf(t) と表現したとき、f(t)、あるいはf(t)で表示し、ピーク強張している。
【0093】
本発明は、電柱、よう壁の地中部及び張紙防止帯の目視し得ぬ位置にあるひび割れの探知のみならず、図23に示すように、電柱13のその根入深さl3 などの探知に、そのまま適用できる。電柱下側端部からの反射は、割れからの反射と工学的には全く同種のものだからである。
【0094】
以上は、この発明の一実施例を説明したが、この発明は上述の実施例の構成のみに限定されるものではなく、多くの実施の形態を備える。
【図面の簡単な説明】
【図1】超音波探知の縦断面および横断面で示す模式図。
【図2】超音波探知装置の構成ブロック図。
【図3】探触子の配置説明図。
【図4】探知波の波形図。
【図5】探知時の探触子の配置を示す横断面の説明図。
【図6】広帯域超音波の波形図。
【図7】時系列波の波形図。
【図8】狭帯域成分波のスペクトル形状を示す波形図。
【図9】反射波の状態を縦断面で示す模式図。
【図10】成分波取出しを模式的に示した波形図。
【図11】加算平均波から取出した低周波狭帯域成分波の波形図。
【図12】数式3で作成される探知波の波形図。
【図13】波1G1(t)の波形図。
【図14】波1G1(t)と試計測波iG1(t)とを重ねた波形図。
【図15】波G1(t) と1G2(t)とを重ねた波形図。
【図16】高周波成分の波形図。
【図17】減算処理を行った波形図。
【図18】妨害波が共振現象を起す周波数帯で減算処理を行った波形図。
【図19】鉄筋を備えた電柱の縦断面図。
【図20】フェアクラックを持つ電柱の横断面図。
【図21】数式4で作成される探知波の波形図。
【図22】数式5で作成される探知波の波形図。
【図23】他の例の電柱の縦断面図。
【符号の説明】
11…発信探触子
12…受信探触子
13…斜角治具
14…電柱
15…割れ
20…超音波探知装置
21…パルス発生器
22…解析装置
22f…ハードディスク
23…表示装置
25…CD[0001]
TECHNICAL FIELD OF THE INVENTION
This invention uses an ultrasonic wave, for example, an ultrasonic detection method of detecting the presence and location of a crack in an invisible part such as a reinforced concrete electric pole or the underground part of a yoke wall from the ground, and an ultrasonic detection method thereof. The present invention relates to an apparatus and a signal processing recording medium.
[0002]
[Prior art]
For example, assuming that the inside of a concrete material is detected using ultrasonic waves, the following factors have made it impossible to detect the inside in most cases. If you show the cause,
-Ultrasonic waves cause a large scattering phenomenon due to the presence of a large amount of coarse aggregate and bubbles in the concrete.
The detection phenomenon of a large power is generated by the scattering phenomenon, and the detection target wave is buried in the interference wave.
・ Deterioration of the detected object due to aging.
-Countless large and small cracks on the scanning surface.
・ The shape of the object to be detected.
・ Electric noise and disturbance of large power are mixed into the received wave.
And so on.
[0003]
On the other hand, recently, a macroscopic detection theory has been established as a methodology capable of detecting the inside of concrete with high accuracy by eliminating the problems caused by the above factors, and an ultrasonic detection device and an ultrasonic method based on this have appeared. ing.
[0004]
However, it is difficult to detect underground cracks such as electric poles from the surface of the electric poles with the above-mentioned detection apparatus. In the detection under such a theme, the intensity of the reflected wave from the crack is weak, and the reflected wave is buried in the interfering wave whose power is extremely large for the reasons described in 2) and 5) above. It is because.
[0005]
[Problems to be solved by the invention]
1A and 1B, a pair of a transmission probe 11 for transmitting a broadband ultrasonic wave and a reception probe 12 for receiving a reflected wave of the transmitted ultrasonic wave is fixed to a bevel jig 13. An example in which the electric pole 14 made of reinforced concrete is arranged in parallel with the pillar axis is shown.
[0006]
In the case of this example, the vertical ultrasonic wave transmitted toward the center of the electric pole 14 at an angle θ1 through the bevel jig 13 is input into the concrete of the electric pole 14 at an angle θ2 shown in accordance with Huygens' principle. Is done.
[0007]
This input ultrasonic wave is repeatedly reflected on the front surface of the telephone pole 14 and the back surface relating to the wall thickness thereof, and reaches a crack 15 in the underground portion. As shown in the figure, the reflection is repeated in the same direction as described above in the arrangement direction of the probes 11 and 12. Come back. The following problems arise with such transmission.
[0008]
1) The ultrasonic wave (detection target wave) of the above-mentioned reflection path is an attenuation phenomenon caused by the existence of scattering attenuation peculiar to the concrete material of the electric pole 14 and the repetition of many reflections on the front and rear surfaces of the electric pole 14 with respect to the wall thickness. Strength decreases.
[0009]
2) The above-described intensity decrease increases at an accelerated rate as the frequency of the high-frequency ultrasonic wave increases.
[0010]
3) The detection target wave that returns in the arrangement direction of the probes 11 and 12 is not received by the reception probe 12 in the schematic diagram illustrated in FIG. Thus, the reception intensity of the detection target wave greatly changes depending on the position where the transmitting and receiving probes 11 and 12 are arranged (in other words, the positions of the probes 11 and 12 are changed in the column axis direction). Then, the positions of the probes 11, 12 at which the intensity of the detection target wave becomes larger can be selected.)
[0011]
4) As shown in FIG. 1 (a), in the case of a material such as concrete, which has a large scattering phenomenon even when ultrasonic waves 101 are input in an oblique direction at an angle θ2, a super-power having a relatively large power transmitted in the horizontal direction is used. A sound wave 102 is present. This ultrasonic wave 102 generates an interfering wave having a greater power than the detection target wave. FIG. 1A schematically shows the transmission state of the ultrasonic waves 102 within the thickness of the utility pole 14. This is a so-called overlapping reflection. Such a wave causes a resonance phenomenon, and its power becomes large. In addition, the strength greatly changes due to subtle changes in the state of adhesion of the couplant between the surface of the electric pole 14 and the probe and the jig, the state of the electric pole surface, the state of pressing the probe, and the like.
[0012]
Unless the above-mentioned problems 1, 2, 3, and 4 are addressed, cracks 15 in the underground portion of the utility pole 14, cracks in the backing prevention band 16 of the utility pole 14 (see FIG. 1A), and It is impossible to detect cracks in the underground part of the wall.
[0013]
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and detects a crack such as a crack in an underground portion of a utility pole, a crack in an underground portion of a wall, and a crack that has occurred in an invisible place in a strapping prevention band. It is an object of the present invention to provide an ultrasonic detection method, an apparatus thereof, and a signal processing recording medium that can be performed with high accuracy.
[0014]
[Means for Solving the Problems]
The present invention is an ultrasonic detection method or an ultrasonic detection method for receiving a reflected wave of an ultrasonic wave transmitted in a diagonal direction from the surface of a detection target object to a detection direction side and detecting a state inside the detection target object, A first detection position for receiving and detecting the transmitted reflected wave of the ultrasonic wave with respect to the detection target object, and moving the predetermined amount from the first detection position to the far side in the detection direction to perform the first detection The averaged waves G1 (t), G2 (t) are evaluated by evaluating the second detection position to be detected in the same manner as the position, and adding the received waves obtained for each ultrasonic output at each position to obtain an average value. Is calculated from each of these averaged waves G1 (t) and G2 (t) with a narrow band component wave G centered on a predetermined frequency.~1 (t), G~2 (t), and these narrowband component waves G~1 (t), G~It is an ultrasonic detection method or apparatus for detecting a form inside a detected object by comparing the waveform shapes of 2 (t).
[0015]
That is, two narrow-band component waves G~1 (t), G~When 2 (t) is compared and a clear difference between the two waveform shapes can be determined, it is possible to recognize a morphological change inside the detected object.
[0016]
In a preferred embodiment, the narrow-band component wave G~1 (t), G~2 (t)
G~1 (t) -G~2 (t) or G~2 (t) -G~1 (t)
, A detection wave is calculated, and the shape inside the detection target object can be detected by the waveform shape of the detection wave.
[0017]
In a preferred embodiment, when a waveform having a large amplitude is generated in the detection wave, an occurrence time tl of the waveform is calculated, and the occurrence time tl and the ultrasonic wave propagation speed cVp of the detected object are calculated. The position of the morphological change can be calculated based on
[0018]
In one preferred embodiment, the narrowband component wave G~1 (t), G~When the onset time t0 of the large amplitude wave generated at the beginning of 2 (t) is the thickness d of the detected object and its ultrasonic propagation velocity cVp,
t0 = 2d / cVp
And the narrow band component wave G occurring after the time of occurrence t0.~1 (t), G~2 (t) at the time tw of any one of the first to plural wave peaks or troughs, the two narrowband component waves G~1 (t), G~Correction waves H1 (t) and H2 (t) are generated by shifting one of the waves of 2 (t) forward and backward of the time axis by Δt time to match the waveforms, and these correction waves H1 (t) and H2 By comparing the waveform shapes in (t), the morphology inside the detected object can be detected.
[0019]
As one of preferred embodiments, the correction waves H1 (t) and H2 (t) are
H1 (t) -H2 (t) or H2 (t) -H1 (t)
, A detection wave is calculated, and the shape inside the detection target object can be detected by the waveform shape of the detection wave.
[0020]
As one preferred embodiment, the narrow-band component wave G at the time tw of the wave crest or wave trough is provided.~1 (t), G~The absolute values W1 and W2 of 2 (t) are calculated, and one of the correction waves H1 (t) and H2 (t) is compared with the other by the quotient W1 / W2 or W2 / W1 of these absolute values W1 and W2. So that both waves become corresponding waves, one of the corrected waves W2 / W1 · H1 (t) and W1 / W2 · H2 (t) and the other corrected waves H1 (t) and H2 (t). To
W2 / W1 · H1 (t) -H2 (t) or W1 / W2 · H2 (t) -H1 (t)
, A detection wave is calculated, and the shape inside the detection target object can be detected by the waveform shape of the detection wave.
[0021]
As one of preferred embodiments, the thickness d of the detected object, the ultrasonic wave propagation velocity cVp of the object, the diameter φ of the probe,Person in chargeNumber β,coefficient(Correction value)Based on α, the first frequency f0 at which the intensity of the disturbance wave propagating from the probe in the transverse direction to the detection direction is reduced, and the resonance disturbance frequency fd
f0 = αcVp / φfd = βcVp / 2d
And the narrowband component wave G~1 (t), G~2 (t) is defined as the first frequencyf 0Lower frequencyToIs selected, and the above-mentioned resonance frequency fd is removed to remove the narrow band component wave G.~1 (t), G~2 (t) can be created.
[0022]
As a preferred embodiment, the arithmetic means for performing the arithmetic processing can be constituted by a personal computer, and a computer-readable disk system such as a CD, HD, or FD, or another computer-readable signal processing program for performing the arithmetic processing. It can be recorded on a recording medium.
[0023]
As one of preferred embodiments, the transmitting probe for transmitting the ultrasonic wave of the ultrasonic generating means and the receiving probe for receiving the reflected wave may be separate bodies or may be of an integrated type. Further, when the transmitting probe and the receiving probe are formed separately, these detection positions may be arranged left and right in parallel, or may be arranged vertically in series. Further, the movement for evaluating the position can be performed by moving both at the same time or by moving one of them.
[0024]
【The invention's effect】
According to the present invention, the intensity of the detection target wave can be increased by removing various interference waves, and the internal state and the position of the detected object can be detected with high accuracy.
[0025]
【Example】
An embodiment of the present invention will be described below with reference to the drawings.
[0026]
The drawings show an ultrasonic detection method and its device, and FIG. 1 shows a schematic diagram of the ultrasonic detection method as described above.
[0027]
FIG. 2 shows an ultrasonic detection device 20, which includes a pulse generator 21, an analysis device 22, and a display device 23.
[0028]
The above-described pulse generator 21 is generated by a pulse generation circuit 21a that generates a pulse of a broadband frequency, a pulse interval change circuit 21b that changes an interval between the generated pulses to a predetermined interval, and a pulse generation circuit 21a. It is formed by a pulse drive circuit 21c that outputs pulses at pulse intervals set by the pulse interval change circuit 21b.
[0029]
The broadband ultrasonic wave of the pulse output from the pulse generator 21 is transmitted from the transmission probe 11 to the telephone pole 14, and the reflected wave is received by the reception probe 12 and amplified by the external amplifier 24. The data is input to the analysis device 22.
[0030]
The above-described analyzer 22 includes an amplifier circuit 22a for amplifying a signal, a filter circuit 22b formed of a filter such as a low-pass filter or a high-pass filter for removing unnecessary signals, an A / D converter 22c, A gate array 22d for adding a received wave to obtain an average value, a CPU 22e for performing drive control and arithmetic processing of each of these circuit devices, and a hard disk 22f for storing programs necessary for performing analysis processing and arithmetic processing It is formed by.
[0031]
The above-described program is recorded on a CD (compact disk) 24, and is installed from the CD 24 to a hard disk 22f and stored.
[0032]
The CPU 22e and the hard disk 22f can be constituted by a well-known personal computer.
[0033]
Further, the display device 23 may be constituted by a liquid crystal or a cathode ray tube.
[0034]
A measurement diagram for detecting cracks 15 and the like in the underground portion of the utility pole 14 is shown in FIG. 1 by the two probe method using the transmission probe 11 and the reception probe 12, but the measurement is limited to this arrangement method. Not something. FIGS. 3A and 3B show two arrangement methods used in the measurement. Further, the measurement as shown in FIG. 3C may be performed by using a probe that is common to transmission and reception.
[0035]
In the probe parallel arrangement and the series arrangement shown in FIGS. 3A and 3B, since the ultrasonic wave input direction to the concrete is inclined only as shown in FIG. Raw is much smaller for series placement measurements than for parallel placement measurements. In the one-probe measurement shown in FIG. 3C, a dead zone due to its mechanical and electrical characteristics is generated in front of the received wave. Although there is a difference, it is equivalent to the case of the parallel arrangement in FIG. 3 (a, b). Hereinafter, the details of the ultrasonic detection apparatus and the detection method will be described by using the probe parallel arrangement measurement of FIG. 3A and measuring the underground crack of the utility pole 14 as an example.
[0036]
FIG. 4 shows the measurement results when the outer diameter φ = 30 cm, the wall thickness d = 4 cm, the distance l between the probe and the crack was 10 cm, and the diameter of the probe diameter was 55 mm in the electric pole cracking model shown in FIG. It is an example. FIG. 8 has a center frequency of 52.5 KHz from a wave obtained by continuously transmitting ultrasonic waves 1000 times at intervals of 5 seconds and averaging automatically the received waves by the gate array 22 d provided in the analyzer 22. The narrow band component wave having the spectrum shape shown in FIG.
[0037]
Also, three measurement waves are shown side by side. As shown in FIG. 5, there is a crack only below the measurement point of No. 1 and No. One of the measurement examples in which there is no crack below No. 3 is a broadband ultrasonic wave shown in FIG. The time series wave (FIG. 7) has a maximum spectrum value of 360 KHz and contains a large amount of components in the low frequency region. Each measurement wave shows two lines, a thick line and a thin line. The bold line wave is obtained by setting the value of the distance 1 to 10 cm in the measurement diagram of FIG. 1. The thin line wave is obtained by setting the value of the distance 1 to 15 cm.
[0038]
As can be seen from FIG. 4, it is impossible to judge that there is a crack under the measurement of No. 1.
[0039]
The reason for this is that the following common problems occur in the probe parallel arrangement and serial arrangement measurement of FIG. 3A and FIG. 3C, and in the measurement of the transmission and reception probe shared in FIG. 3C. It is.
[0040]
1). A wave 103 transmitted between the probes 11 and 12 on the concrete surface of FIG. 1 is generated as an interference wave for crack detection. The power is very large.
[0041]
2). The wave of 102 which is reflected by the thickness of the telephone pole 14 in FIG. This resonance wave is a strong interference wave. Due to the resonance wave, the difference in the fine positions of the probes 11, 12 and the difference in the application of the couplant between the probes 11, 12 and the angled jig 13 and the surface of the utility pole 14, and the difference in the pressing force. The state of occurrence of the resonance wave fluctuates greatly.
[0042]
3). As shown in FIG. 9, the intensity of the reflected wave from the crack included in the received wave greatly varies depending on the installation positions of the probes 11, 12. FIG. 9A shows a state in which the reflected wave is not received and the reflected wave generated by the mode conversion is received, and FIG. 9B is a state in which the reflected wave is received. As described above, depending on the installation positions of the probes 11 and 12, a physical phenomenon that the vertical wave reflection from the crack 15 becomes large at another position, or the intensity of the reflected wave from the crack 15 is extremely small. Physical phenomena such as becoming occur.
[0043]
Unless the problems 1) to 3) are addressed, it is difficult to obtain a reflected wave from the crack 15.
The solution is as follows.
[0044]
According to the macroscopic detection theory, the interference wave shown in the above 1) is a frequency band near the f0 value calculated by [Equation 1] from the diameter φ of the probes 11 and 12 and the concrete sound velocity (propagation velocity) cVp based on the macroscopic detection theory. , Its strength is reduced. Waveform analysis using this phenomenon should be performed.
[0045]
[Equation 1] f0 = αcVp / φ
Here, α is a correction coefficient determined in a measurement experiment.
[0046]
For the above problem 2), the resonance frequency fd of the double reflection wave 102 in FIG. 1 is calculated as in [Equation 2] using the thickness d of the utility pole 13 and the concrete sound speed cVp.
[0047]
[Equation 2] fd = βcVp / 2d
Where β = 1 and 0.59
0.59 is the speed ratio between the concrete wave and the vertical wave.
[0048]
By performing the above calculation, if the narrow-band component wave excluding fd and the frequency spectrum before and after fd is extracted from the averaging wave, the adverse effect of the resonance phenomenon can be avoided.
The following problem 3) will be dealt with as follows.
[0049]
As shown in FIG. 9, the intensity of the reflected wave from the crack 15 of the utility pole 14 included in the averaging wave at the position (a) and the averaging wave at the position (b) greatly differ. On the other hand, the interfering waves 102 and 103 at the position (a) do not significantly change in shape and intensity from the interfering waves at the position (b). Even if the shape and strength slightly change due to the excessive amount of the couplant, the amount of the change decreases as the extraction of the component wave is swept in the low frequency direction. FIG. 10 schematically shows this situation.
[0050]
FIG. 10A shows the interference wave 401 corresponding to the measurement of FIG. 9A and the reflected wave 403 from the crack 15.
FIG. 10B shows the interference wave 402 corresponding to the measurement of FIG. 9B and the reflected wave 404 from the crack 15.
[0051]
Now, let the superimposed wave of 401 and 403 be G~1 (t), and the superimposed wave of 402 and 404 is G~Assuming that 2 (t), the interference waves 401 and 402 have almost the same shape as described above.
G~2 (t) -G~1 (t)
The wave shown in FIG. 10C becomes as shown in FIG. Although not shown in the figure,
G~1 (t) -G~2 (t)
However, the peaks and valleys of the waves only reverse.
[0052]
In FIG. 9, if the positions of the distances l1 and l2 are properly selected, the value of tl in FIG. 10C is the time of occurrence of the reflected wave from the crack 15 in the measurement of FIG. 9B.
The above-mentioned appropriateness means that in the measurement of FIG. 9A, a composite wave G1 (t) (that is, an attenuation wave) of 401 and 403 as shown in FIG. 10A is obtained, and FIG. In the measurement of (a), a probe position where a large amplitude wave is generated behind the wave in the composite wave of 402 and 404 as shown in FIG. 10 (b) is searched, and the averaging wave G2 (t) is measured at this position. It is.
[0053]
Now, in the measurement shown in FIG. 5, a narrow band component wave of 52.5 KHz is obtained from each of the above-mentioned waves G1 (t) and G2 (t), which is obtained as an averaging wave 1000 times at each measurement point, and is compared. In FIG. The reason why a reflected wave from the lower side of the measurement point 1 cannot be found will be described in comparison with the above-mentioned problem.
[0054]
This utility pole model has an outer diameter of 30 cm and a thickness d of 40 mm. Thus, the vertical resonance frequency fd of the interfering wave 102 shown in FIG. 1 is given by the above-mentioned [Equation 2] fd = βcVp / 2d (β = 1) when the propagation velocity cVp is 4500 m / sec.
Figure 0003599672
The resonance frequency fd of the transverse wave is (β = 0.59)
Figure 0003599672
It is.
[0055]
As a result, in the component wave in the frequency band of 33 to 56 KHz and before and after that, the resonance wave 102 is generated largely, and the reflection wave from the crack 15 is buried in the resonance wave. The comparison wave in FIG. 4 is a narrow band component wave having a center frequency of 52.5 KHz. Since this frequency is very close to the above-mentioned resonance frequency, the presence of the reflected wave from the crack 15 cannot be confirmed.
[0056]
On the other hand, FIG. 11 shows that the narrow-band component waves of much lower frequency than the same averaged waves G1 (t) and G2 (t) are~1 (t) and G~2 (t). The center frequency is 7.3KHz. In this frequency band, the resonance interference wave dependent on the pole thickness d disappears.
[0057]
As a first embodiment, an analysis example using the following [Equation 3] will be described.
In the wave of FIG. 11, the thick line indicates that the distance 1 from the ends of the probes 11, 12 in FIG. 1 to the crack 15 is 10 cm, and the thin line indicates that the distance 1 is simply 15 cm. In the measurement of FIG. As described above, the crack 15 exists only below the measurement point 1. No. of FIG. The wave shown in FIG.~1 (t) wave (thick line), G~It is a 2 (t) wave (thin line). No. Only the two waves shown in FIG. 1 greatly fluctuated in amplitude and phase. 2, No. The two waves shown in FIG. 3 hardly change in both amplitude and phase.
[0058]
A non-resonant wave also exists as the interfering wave 102 in FIG. 1 described above. No. of FIG. 1 to No. The wave that is first excited with a large amplitude in wave 3 is the 102 non-resonant interfering wave.
[0059]
Thereby, the thick line G in FIG.~1 (t) wave and thin line G~If the wave represented by [Equation 3] is created from the wave of 2 (t), the non-resonant interference wave is removed, and if there is a crack 15, only the reflected wave from the crack 15 is obtained.
[0060]
[Equation 3] G~2 (t) -G~1 (t)
In FIG. 1 G~2 (t) -G~The reflected wave from the crack 15 can be confirmed only by the 1 (t) wave.
[0061]
The G1 (t) and G2 (t) waves (averaged waves) used in the analysis for obtaining FIGS. 11 and 12 are not the optimum waves shown in FIGS. 10A and 10B. The distance l from the crack 15 to the ends of the probes 11 and 12 is simply represented by G~1 (t) Wave (thick line) 10cm, G~2 (t) wave (thin line) is 15 cm. As shown in FIGS. 9A and 9B, the positions of the probes 11 and 12 are not determined so that the intensity of the reflected wave from the crack 15 becomes the smallest and the intensity becomes the largest.
[0062]
The above-described method of selecting the optimum probe position (evaluation of the position) will be described below.
[1] G1 (t) wave recording
1). First, as shown in FIG. 1, the probes 11 and 12 are arranged near the ground line 17 in the underground of the utility pole 14, and trial measurement is performed. 1G1 (t) is recorded about 32 times, and a narrowband component wave 1G whose center frequency is around 20 KHz~1 (t) is created, and 1G is displayed on the measurement screen of the display device 23 of the ultrasonic detection device 20 as shown in FIG.~Display 1 (t) wave.
[0063]
2). The positions of the probes 11 and 12 are moved downward or upward along the column axis direction at intervals of about Δl = 5 mm or about 10 mm. At the stage where the above movement is completed and the positions of the probes 11 and 12 are fixed, a trial measurement is performed again, and an averaged wave 2G1 (t) of about 32 times is recorded, and a center frequency around 20 KHz is set as described above. Narrowband component wave 2G~1 (t) is created, and 1G displayed on the measurement screen of the display device 23 of the ultrasonic detection device 20 is displayed.~1 (t) Above the wave, 2G~Overlay 1 (t) waves in real time.
[0064]
3). By repeating the above-described test measurement 2), the above-described test measurement wave iG obtained each time is obtained.~1 (t) is 1G~When overlaid in real time on 1 (t), if there is a crack 15, 1G~1 (t) and iG~The shape of the wave 1 (t) greatly fluctuates as the positions of the probes 11 and 12 fluctuate. (The subscript i is the number of movements).
[0065]
As a result, iG shown by a dotted line in FIG.~1 (t) wave is obtained. iG~In the wave of 1 (t), there is a wave having no large amplitude behind the wave. Waves are recorded at the positions of the probes 11 and 12 at this time. Needless to say, the 1G1 (t) wave is an averaging wave in which an appropriate number of averaging times is specified in order to remove disturbance from the measurement environment.
[0066]
4). The above measurement 2) is repeated, and the narrowband component wave iG having a center frequency around 20 KHz of the above-described test measurement wave 1G1 (t) obtained each time is obtained.~1 (t) is converted to the above 1G~When drawing over 1 (t), if there is no crack 15, 1G~1 (t) and iG~The shape and phase with 1 (t) hardly change. In this case, the positions of the probes 11 and 12 may be determined with an appropriate i, and the averaged wave G1 (t) may be recorded.
[2] G2 (t) wave recording
1). From the averaging wave G1 (t) recorded as described above, a narrow band component wave G having a center frequency of 20 KHz is obtained.~1 (t) is created, and the above-described G is displayed on the measurement screen of the display device 23 of the ultrasonic detection device 20.~Display 1 (t) wave. The dotted waveform in FIG.~It is equivalent to 1 (t).
[0067]
2). The recording position of the above-mentioned G1 (t) wave is determined by the recording of the G1 (t) wave in 3) and 4) of [1]. At the start of G2 (t) wave recording, the probes 11 and 12 are arranged at the above-mentioned determined positions. With this position as the starting point, the probe position is moved downward or upward along the column axis at intervals of about Δl = 5 mm or about 10 mm, and each time, the iG~Measure 2 (t) waves. iG~The 2 (t) wave is an averaging wave of about 32 times. The subscript i is the number of times the probes 11 and 12 have moved. If there is a crack 15 at this measurement point, during this trial measurement, iG as shown by the solid line waveform in FIG.~The display of the 2 (t) wave can be confirmed.
[0068]
Of course, iG~As described above, the 2 (t) wave is a narrow band component wave extracted from the iG2 (t) wave with the center frequency around 20 KHz. The above-mentioned dotted waveform G~1 (t) and solid line waveform iG~2 (t) is displayed in real time on the measurement screen of the display device 34 of the ultrasonic detection device 20 and compared, as shown in FIG.~As described above, the positions of the probes 11 and 12 where the wave shapes of 1 (t) and iG2 (t) fluctuate greatly are searched, and the G2 (t) waves are recorded at the probe positions. Of course, the G2 (t) wave is an averaging wave specifying an appropriate number of averaging times for removing disturbance from the measurement environment.
[0069]
3). In the recording of the G2 (t) wave shown in the above 2), if the crack 15 does not exist at the measurement point, the above G~1 (t) wave and 1G~The shape and phase with the 2 (t) wave hardly change. In this case, the probe position may be determined with an appropriate i, and the averaged wave of G2 (t) may be recorded.
[0070]
As described above, a method of measuring the addition average wave G1 (t) in which the strength of the reflected wave from the crack 15 shown in FIG. 9A is reduced using the component wave of the center frequency around 20 KHz, The method of measuring the averaging wave G2 (t) in which the strength of the reflected wave from the crack 15 shown in FIG. 9B is increased is shown.
[0071]
Note that even if the measurement of G1 (t) is performed in the case of FIG. 9B and the measurement of G2 (t) is performed in the case of FIG.
[0072]
By the way, G~1 (t), G~The reason why the center frequency around 20 KHz was adopted in extracting 2 (t) will be described. The thickness d of the telephone pole 14 commonly used in Japan is 40~It is about 50 mm. From this, the lower limit of the resonance frequency component of the interfering wave shown by 102 in FIG. 1 is calculated based on the aforementioned [Equation 2].
Fd = 4500 m / sec / 2 × 50 mm = 45 KHz in a vertical wave.
0.59fd = almost 24KHz in the horizontal wave.
It is about. Thus, the frequency was set to 20 KHz to avoid the above-mentioned resonance frequency. The reason why the center frequency was not set to a high frequency of 45 KHz or more was to avoid a bad environment due to a resonance phenomenon caused by other interfering waves such as scattered waves.
[0073]
The above [1]. A method of measuring cracks by acquiring waves G1 (t) and G2 (t) according to [2] will be described below as a second embodiment.
[0074]
In the measurement of FIG. 1, the outer diameter of the utility pole 14 is 30 cm, the thickness d is 50 cm, and the distance 1 is 20 cm (the distance from the crack 15 to the end of the bevel jig 13 of the probes 11 and 12 is about 15 cm. )) Is a crack measurement.
[0075]
The distance a between the probes 11 and 12 is 150 mm. G with center frequency around 20KHz~1 (t) and 1G~FIG. 15 shows a real-time display example of 2 (t). Fine wire wave is G~1 (t), and the thick line is iG~2 (t). The shape of the two waves changes greatly behind the waveform. G2 (t) was recorded at the position of i. Both the G1 (t) and G2 (t) waves are 500 averaged waves.
[0076]
The present embodiment measures G1 (t) along the crack reflection path as shown in FIG. 9A and G2 (t) along the crack reflection path as shown in FIG. The intensity of the reflected wave from the crack 15 included in the G2 (t) wave is large. Thus, it is possible to extract a reflected wave from the crack 15 with a high-frequency component wave even if the frequency is not extremely low as in the first measurement example described above.
[0077]
Naturally, if the reflected wave from the crack 15 can be taken out by the high frequency component, the distance between the crack 15 and the probes 11 and 12 can be measured with higher accuracy. No. shown in FIG. The two waves 1 are component waves in this case. This is a narrow band wave having a center frequency of 91.6 KHz. Thick line is G~1 (t) Wave, thin line is G~2 (t) waves. No. The two waves 2 are similar comparison waveforms when there is no crack 15.
[0078]
G~1 (t) -G~2 (t)
FIG. 17 shows the result of the above subtraction. No. The occurrence of a wave having an amplitude larger than the cursor position t0 can be confirmed by the subtraction wave of 1. The time at which this wave occurred was 70 μs, and the sound speed cGp of concrete in this example was 4500 m / sec, a = 150 mm, and the probe diameter was 55 mm. When the distance l1 is calculated, l1 = [(70 × 4.5 / 2)2-((150-55) / 2)2]1/2        = Almost 150mm
It becomes. This value matches the actual value of 150 mm of the distance between the ends of the probes 11 and 12 and the crack 15.
[0079]
On the other hand, FIG. 18 shows G in a frequency band in which an interference wave depending on the pole thickness d of 102 in FIG. 1 causes a resonance phenomenon.~1 (t) -G~2 (t). For the above-mentioned reason, the interfering wave remains, and the occurrence of the reflected wave from the crack 15 and its time cannot be confirmed.
[0080]
G mentioned above~1 (t), G~At 2 (t), the first large amplitude wave that occurred was the jammer 102 in FIG.
[0081]
A narrow-band component wave G having a frequency lower than the frequency f0 shown in the above [Equation 1] and having a center frequency other than the frequency band shown in [Equation 2].~1 (t) and G~In 2 (t), in most cases, the shape and intensity of the wave are almost the same, and the phase shift is very small. The above-described first and second embodiments are measurement examples in such a case, and the reflected wave from the crack 15 is obtained by using [Equation 3].
G~1 (t) -G~2 (t)
Was what I wanted.
[0082]
By the way, as shown in FIG. 19, the main reinforcement 19a is arranged in the concrete of the electric pole 14 in the column axis direction, and the spiral hoop reinforcement 19b is arranged in the circumferential direction thereof.
[0083]
On the other hand, in the recording of the aforementioned G1 (t) and G2 (t) waves, the moving directions of the probes 11, 12 were in the column axis direction. Thus, depending on the position of the probes 11 and 12, the reflected wave from the spiral hoop muscle 19b may be received or not.
[0084]
This wave is generated by being superimposed on the 102 interfering wave. Also, as shown in FIG. 20, when there is a vertical fair crack 501 or the like near the arrangement of the probes 11 and 12, as shown, depending on the positions of the probes 11 and 12, 102 interfering waves are generated. It may be interrupted by the fair crack 501.
[0085]
In such a case, the aforementioned G~1 (t), G~The superimposed wave of the large amplitude wave 102 generated at the beginning of the 2 (t) wave and the reflected wave from the spiral hoop muscle 19b and the like have different shapes and intensities, and also have a phase shift.
[0086]
To address this issue,
1). G mentioned above~1 (t), G~At 2 (t),
G occurring after the first occurrence time t0 = 2d / cVp of the 102 detection disturbance wave represented by the thickness d of the telephone pole 14 and the concrete sound velocity cVp~1 (t), G~At time tw of any of the first, second, third, and fourth wave peaks and valleys of 2 (t), G~1 (t), G~2 (t) is matched by shifting one of the waves back and forth by time Δt.~1 (t), G~Instead of 2 (t), the correction waves H1 (t) and H2 (t) whose time axes have moved each other by the time Δt are obtained, and the wave shown in [Equation 4] is created.
[0087]
[Formula 4] H1 (t) -H2 (t) or H2 (t) -H1 (t)
2). G mentioned above~1 (t), G~At 2 (t),
G occurring after the first occurrence time t0 = 2d / cVp of the above-mentioned detection interference wave.~1 (t), G~At time tw of any of the first, second, third, and fourth wave peaks and valleys of 2 (t), G~1 (t), G~2 (t) is matched by shifting one of the waves back and forth by time Δt.~1 (t), G~Instead of 2 (t), the correction waves H1 (t) and H2 (t), whose time axes have moved each other by the time Δt, are obtained,
G at time tw~1 (t), G~The absolute value of the amplitude value of 2 (t) is defined as W1 and W2, respectively, and a wave shown in [Equation 5] is created.
[0088]
[Formula 5] W2 / W1 H1 (t) -H2 (t)
Or W1 / W2 H2 (t) -H1 (t)
Note that W2 / W1H1 (t) and W1 / W2H2 (t) can be referred to as corrected correction waves.
[0089]
By using the waves created by the above-described [Equation 4] and [Equation 5], the case where the reflected wave from the spiral hoop muscle 19b and the like are included in the G1 (t) and G2 (t) waves. Even if there is, the generation of the reflected wave from the crack 15 can be specified even when there is a fair crack 501 or the like near the arrangement of the probes 11 and 12.
[0090]
As the third embodiment, the outer diameter of the utility pole shown in the second embodiment is 30 cm, the wall thickness d = 50 mm, the distance from the crack 15 to the end of the angled jig 13 is 15 cm, and the distance a between the transmitting and receiving probes 11 and 12 is a. The above [Equation 4] and [Equation 5] are applied to the crack measurement when is set to 150 mm.
[0091]
FIG. 16 shows G which is a narrow band component wave having a center frequency of 91.6 KHz.~1 (t) and G~2 (t) is indicated by a thick line and a thin line, respectively. No. At the measurement point of No. 1, a crack 15 was found 15 cm below the ends of the probes 11 and 12. The measurement at point 2 was a measurement without cracks. FIG. 21 shows the result of applying [Equation 4] at the illustrated cursor position tw = 41.9 μsec, and FIG. 22 shows the result of applying [Equation 5]. The results of both sides to which [Equation 4] and [Equation 5] are applied, The reflected wave from the crack 15 at the measurement point 1 is clearly extracted.
[0092]
Each of the waves shown in the first, second, and third embodiments is f (t) when the actual wave is expressed as f (t) except for FIGS. 4, 7, 10, 11, 13, 14, 15, and 16.2(t) or f3Indicated by (t), the peak is intensified.
[0093]
The present invention not only detects cracks in the underground portion of the telephone pole, the wall of the wall, and the paper band preventing band, but also detects the depth of the pole 13 of the telephone pole 13 as shown in FIG. And can be applied as it is. This is because the reflection from the lower end of the utility pole is technically exactly the same as the reflection from the crack.
[0094]
In the above, one embodiment of the present invention has been described. However, the present invention is not limited to the configuration of the above-described embodiment, but includes many embodiments.
[Brief description of the drawings]
FIG. 1 is a schematic diagram showing a longitudinal section and a transverse section of ultrasonic detection.
FIG. 2 is a configuration block diagram of an ultrasonic detection device.
FIG. 3 is an explanatory view of arrangement of probes.
FIG. 4 is a waveform diagram of a detection wave.
FIG. 5 is an explanatory view of a cross section showing an arrangement of probes at the time of detection.
FIG. 6 is a waveform diagram of a broadband ultrasonic wave.
FIG. 7 is a waveform diagram of a time-series wave.
FIG. 8 is a waveform chart showing a spectrum shape of a narrowband component wave.
FIG. 9 is a schematic diagram showing a state of a reflected wave in a vertical section.
FIG. 10 is a waveform diagram schematically showing extraction of a component wave.
FIG. 11 is a waveform diagram of a low-frequency narrow-band component wave extracted from the averaging wave.
FIG. 12 is a waveform diagram of a detection wave created by Expression 3.
FIG. 13 Wave 1G~1 (t) is a waveform diagram.
FIG. 14 Wave 1G~1 (t) and test measurement wave iG~Waveform diagram with 1 (t) superimposed.
FIG. 15: Wave G~1 (t) and 1G~2 (t) is a waveform diagram superimposed.
FIG. 16 is a waveform diagram of a high-frequency component.
FIG. 17 is a waveform chart after a subtraction process is performed.
FIG. 18 is a waveform chart in which a subtraction process is performed in a frequency band in which an interference wave causes a resonance phenomenon.
FIG. 19 is a longitudinal sectional view of a utility pole provided with a reinforcing bar.
FIG. 20 is a cross-sectional view of a utility pole having a fair crack.
FIG. 21 is a waveform diagram of a detection wave created by Expression 4.
FIG. 22 is a waveform diagram of a detection wave created by Expression 5.
FIG. 23 is a longitudinal sectional view of a utility pole of another example.
[Explanation of symbols]
11… Transmitting probe
12 ... Reception probe
13 ... bevel jig
14 ... telephone pole
15 ... crack
20 Ultrasonic detector
21 ... Pulse generator
22 ... Analyzer
22f ... Hard disk
23 Display device
25 ... CD

Claims (15)

被探知物体の表面から探知方向側へ斜め方向に発信した超音波の反射波を受信して、被探知物体内部の状態を探知する超音波探知方法であって、
前記被探知物体に対して、発信された超音波の反射波を受信して探知する第1の探知位置と、この第1の探知位置から探知方向の遠近側に所定量移動して第1の探知位置と同様に探知する第2の探知位置とを評定し、各位置での超音波の出力毎に得られる受信波を加算して平均値を取出す加算平均波G1(t),G2(t)を演算し、これら加算平均波G1(t),G2(t)のそれぞれから所定の周波数を中心に狭帯域成分波G1(t),G2(t)を作成し、これら狭帯域成分波G1(t),G2(t)の波形形状の比較で被探知物体内部の形態を探知する
超音波探知方法。
An ultrasonic detection method for receiving a reflected wave of an ultrasonic wave transmitted in an oblique direction from the surface of the detected object to the detection direction side, and detecting a state inside the detected object,
A first detection position for receiving and detecting the transmitted reflected wave of the ultrasonic wave with respect to the detection target object, and moving the first detection position from the first detection position to the far side in the detection direction by a predetermined amount to perform a first detection; The averaged waves G1 (t) and G2 (t), which evaluate the second detection position to be detected in the same manner as the detection position and add the received waves obtained for each ultrasonic output at each position to obtain an average value ) is calculated, and these averaged wave G1 (t), G2 (t ) narrowband component wave G ~ 1 (t) around a predetermined frequency from each to create a G ~ 2 (t), these narrow An ultrasonic detection method for detecting a form inside a detection target object by comparing waveform shapes of band component waves G - 1 (t) and G - 2 (t).
前記狭帯域成分波G1(t),G2(t)を減算処理して探知波を演算し、該探知波の波形形状で被探知物体内部の形態を探知する
請求項1に記載の超音波探知方法。
2. The method according to claim 1, wherein a detection wave is calculated by subtracting the narrow-band component waves G 1 to 1 (t) and G 2 to 2 (t), and a shape inside the detection target object is detected by a waveform shape of the detection wave. Ultrasonic detection method.
前記探知波に大きな振幅の波形が起生しているとき、該波形の起生時刻tl を算出し、該起生時刻tl および被探知物体の超音波伝播速度cVpに基づいて形態変化の位置を演算する
請求項2に記載の超音波探知方法。
When a waveform having a large amplitude is generated in the detection wave, the generation time tl of the waveform is calculated, and the position of the morphological change is determined based on the generation time tl and the ultrasonic propagation speed cVp of the detected object. The ultrasonic detection method according to claim 2, wherein the calculation is performed.
前記狭帯域成分波G1(t),G2(t)の最初に起生した大きな振幅波の起生時刻t0 を演算すると共に、この起生時刻t0 以降に起生する前記狭帯域成分波G1(t),G2(t)上の1番目ないし複数番目のいずれかの波山または波谷の時刻tw で、前記2つの狭帯域成分波G1(t),G2(t)の一方の波を時間軸の前後にずらせて波形を合致させたときの補正波H1(t),H2(t)を作成し、これら補正波H1(t),H2(t)の波形形状の比較で被探知物体内部の形態を探知する
請求項1に記載の超音波探知方法。
The narrowband component wave G ~ 1 (t), first with calculating a Okoshisei time t0 large amplitude wave Okoshisei, the narrow band Okoshisei this Okoshisei after time t0 of G ~ 2 (t) component wave G ~ 1 (t), in the first or a plurality th either wave crests or wave trough of time tw in the G ~ 2 (t), the two narrowband component wave G ~ 1 (t), G ~ The correction waves H1 (t) and H2 (t) are generated when one of the waves 2 (t) is shifted back and forth on the time axis to match the waveforms, and these correction waves H1 (t) and H2 (t) are generated. The ultrasonic detection method according to claim 1, wherein a shape inside the detected object is detected by comparing the waveform shapes of the ultrasonic waves.
前記補正波H1(t),H2(t)を減算処理して探知波を演算し、該探知波の波形形状で被探知物体内部の形態を探知する
請求項4に記載の超音波探知方法。
5. The ultrasonic detection method according to claim 4, wherein a detection wave is calculated by subtracting the correction waves H1 (t) and H2 (t), and a shape inside the detection target object is detected by a waveform shape of the detection wave.
前記波山または波谷の時刻tw における狭帯域成分波G1(t),G2(t)の絶対値W1,W2をそれぞれ演算し、これら絶対値W1,W2の商で前記補正波H1(t),H2(t)の一方を他方に対して両波が対応する波となるように修正し、一方の修正補正波W2/W1・H1(t) と他方の補正波H2(t)あるいはW1/W2・H2(t) とH1(t)を減算処理して探知波を演算し、該探知波の波形形状で被探知物体内部の形態を探知する
請求項4に記載の超音波探知方法。
The wave crests or ~ narrowband component wave G at time tw of wave trough 1 (t), absolute value W1, W2 and calculates respective G-2 (t), the correction wave quotient of these absolute values W1, W2 H1 ( t) and H2 (t) are corrected so that both waves correspond to the other, and one corrected correction wave W2 / W1 · H1 (t) and the other correction wave H2 (t) or 5. The ultrasonic detection method according to claim 4, wherein a detection wave is calculated by subtracting W1 / W2 · H2 (t) and H1 (t), and a form inside the detected object is detected by a waveform shape of the detection wave. .
前記被探知物体の厚みd、該物体の超音波伝播速度cVp,探触子の径、数に基づいて、探触子から探知方向に対して横方向に伝播する障害波の強度が小さくなる第1の周波数f0と、共振障害周波数fdとを演算し、前記狭帯域成分波G1(t),G2(t)を作成する所定の周波数を前記第1の周波数 0より低い周波数選定し、さらに、上記共振周波数fdを取除いて狭帯域成分波G1(t),G2(t)を作成する
請求項1〜6のうちの1つの請求項に記載の超音波探知方法。
When the thickness of the object to be detected d, said object of the ultrasonic propagation velocity CVP, the diameter of the probe, based on the engagement number, the intensity of the fault wave propagating in a direction transverse to detect the direction from the probe is reduced the first frequency f0, calculates the resonant fault frequency fd, the narrow-band component wave G ~ 1 (t), lower than G ~ 2 (t) said first frequency f 0 of a predetermined frequency to create a 7. The method according to claim 1, wherein the frequency is selected, and the resonance frequency fd is removed to create narrowband component waves G - 1 (t) and G - 2 (t). Ultrasonic detection method.
超音波を発信し、その反射波を受信する探触子を備えた超音波発生手段と、
被探知物体に対して超音波発生手段の探触子の指向方向を被探知物体の表面から斜め方向に向かわせ、かつその方向側を探知方向側にさせるように超音波発生手段の探触子を保持する斜角保持手段と、
前記被探知物体に対して、探触子から発信された超音波の反射波を受信して探知する第1の探知位置と、この第1の探知位置から探知方向の遠近側に所定量移動して第1の探知位置と同様に探知する第2の探知位置とを評定し、各位置での超音波の出力毎に得られる受信波を加算して平均値を取出す加算平均波G1(t),G2(t)を演算し、これら加算平均波G1(t),G2(t)のそれぞれから所定の周波数を中心に狭帯域成分波G1(t),G2(t)を作成し、これら狭帯域成分波G1(t),G2(t) の波形形状の比較で被探知物体内部の形態を探知する演算手段とを備えた
超音波探知装置。
Ultrasonic wave generating means having a probe that transmits ultrasonic waves and receives the reflected waves,
The probe of the ultrasonic wave generating means such that the direction of the probe of the ultrasonic wave generating means is directed obliquely from the surface of the detected object with respect to the detected object, and the direction side is set to the detection direction side. Angle holding means for holding
A first detection position for receiving and detecting the reflected wave of the ultrasonic wave transmitted from the probe with respect to the detection target object, and moving from the first detection position by a predetermined amount to the far side and the near side in the detection direction. Averaged wave G1 (t) that evaluates the second detected position to be detected in the same manner as the first detected position and adds the received waves obtained for each ultrasonic output at each position to obtain an average value calculates the G2 (t), these averaged wave G1 (t), G2 (t ) narrowband component wave G ~ 1 (t) around a predetermined frequency from each, create a G ~ 2 (t) An ultrasonic detection apparatus comprising: an arithmetic means for detecting the internal shape of the detection target object by comparing the waveform shapes of the narrow-band component waves G - 1 (t) and G - 2 (t).
前記演算手段で演算された狭帯域成分波G1(t),G2(t)を減算処理して探知波を演算し、該探知波の波形形状で被探知物体内部の形態を探知する演算手段を備えた
請求項8に記載の超音波探知装置。
It said calculating means narrowband component wave G ~ 1 calculated in (t), G ~ 2 (t), calculates the detection wave and subtraction processing, detect object to be detected inside the form at the waveform of該探knowledge wave The ultrasonic detection device according to claim 8, further comprising a calculation unit that performs the calculation.
前記演算手段で演算された探知波に大きな振幅の波形が起生しているとき、該波形の起生時刻tl を算出し、該起生時刻tl および被探知物体の超音波伝播速度cVpに基づいて形態変化の位置を演算する演算手段を備えた
請求項9に記載の超音波探知装置。
When a waveform having a large amplitude is generated in the detection wave calculated by the calculation means, an occurrence time tl of the waveform is calculated, and based on the occurrence time tl and the ultrasonic wave propagation velocity cVp of the detected object. The ultrasonic detection device according to claim 9, further comprising a calculation unit configured to calculate the position of the morphological change.
前記演算手段で演算された狭帯域成分波G1(t),G2(t)の最初に起生した大きな振幅波の起生時刻t0 を演算すると共に、この起生時刻t0 以降に起生する前記狭帯域成分波G1(t),G2(t)上の1番目ないし複数番目のいずれかの波山または波谷の時刻tw で、前記2つの狭帯域成分波G1(t),G2(t)の一方の波を時間軸の前後にずらせて波形を合致させたときの補正波H1(t),H2(t)を作成し、これら補正波H1(t),H2(t)の波形形状の比較で被探知物体内部の形態を探知する演算手段を備えた
請求項8に記載の超音波探知装置。
Said calculating means narrowband component wave G ~ 1 calculated in (t), as well as calculating the beginning of the large amplitude waves Okoshisei Okoshisei time t0 in G ~ 2 (t), this Okoshisei after time t0 At the time tw of any of the first to plural wave peaks or troughs on the narrow band component waves G to 1 (t) and G to 2 (t) occurring, the two narrow band component waves G to 1 (t), one of the waves G to 2 (t) is shifted back and forth on the time axis to create correction waves H1 (t) and H2 (t) when the waveforms are matched, and these correction waves H1 (t) 9. The ultrasonic detecting apparatus according to claim 8, further comprising a calculating means for detecting a form inside the detected object by comparing the waveform shapes of H2 (t) and H2 (t).
前記演算手段で演算された補正波H1(t),H2(t)を減算処理して探知波を演算し、該探知波の波形形状で被探知物体内部の形態を探知する演算手段を備えた
請求項11に記載の超音波探知装置。
A calculating means for calculating a detection wave by subtracting the correction waves H1 (t) and H2 (t) calculated by the calculation means, and detecting a form inside the detection target object by a waveform shape of the detection wave; The ultrasonic detection device according to claim 11.
前記演算手段で演算された波山または波谷の時刻tw における狭帯域成分波G1(t),G2(t)の絶対値W1 ,W2 をそれぞれ演算し、これら絶対値W1 ,W2 の商で前記補正波H1(t),H2(t)の一方を他方に対して均等な波となるように修正し、一方の修正補正波W2/W1・H1(t) と他方の補正波H2(t)あるいはW1/W2・H2(t) とH1(t)を減算処理して探知波を演算し、該探知波の波形形状で被探知物体内部の形態を探知する演算手段を備えた
請求項11に記載の超音波探知装置。
The absolute values W1 and W2 of the narrow band component waves G - 1 (t) and G - 2 (t) at the time tw of the wave crest or wave trough calculated by the calculating means are calculated, respectively, and the quotient of these absolute values W1 and W2 is calculated. To correct one of the correction waves H1 (t) and H2 (t) so as to be equal to the other, and to correct one of the correction waves W2 / W1 · H1 (t) and the other correction wave H2 ( t) or W1 / W2 · H2 (t) and H1 (t) are subtracted to calculate a detection wave, and a calculation means is provided for detecting the internal shape of the detected object by the waveform shape of the detection wave. 12. The ultrasonic detection device according to item 11.
前記被探知物体の厚みd、該物体の超音波伝播速度cVp,探触子の径、数に基づいて、探触子から探知方向に対して横方向に伝播する障害波の強度が小さくなる第1の周波数f0と、共振障害周波数fdとを演算し、前記狭帯域成分波G1(t),G2(t)を作成する所定の周波数を前記第1の周波数 0より低い周波数選定し、さらに、上記共振周波数fdを取除いて狭帯域成分波G1(t),G2(t)を作成する演算手段を備えた
請求項8〜13のうちの1つの請求項に記載の超音波探知装置。
When the thickness of the object to be detected d, said object of the ultrasonic propagation velocity CVP, the diameter of the probe, based on the engagement number, the intensity of the fault wave propagating in a direction transverse to detect the direction from the probe is reduced the first frequency f0, calculates the resonant fault frequency fd, the narrow-band component wave G ~ 1 (t), lower than G ~ 2 (t) said first frequency f 0 of a predetermined frequency to create a 14. A method according to claim 8, further comprising calculating means for selecting a frequency and removing the resonance frequency fd to create narrowband component waves G - 1 (t) and G - 2 (t). The ultrasonic detection device according to claim.
g.超音波を発信し、その反射波を受信する超音波発生手段を有するコンピュータに読み取られることにより、該コンピュータの演算手段を制御して、上記コンピュータを被探知 物体内部の形態を探知する超音波探知装置として機能させるコンピュータプログラムを記録した信号処理記録媒体であって、
h.上記演算手段に、上記被探知物体に対して、上記超音波発生手段により被検知物体の表面から探知方向側へ斜め方向に発信した超音波の反射波を受信して被探知物内部の状態を探知する第1の探知位置と、この第1の探知位置から探知方向の遠近側に所定量移動して第1の探知位置と同様に探知する第2の探知位置とを評定する評定処理と、
i.各位置での超音波の出力毎に得られる受信波を加算して平均値を取出す加算平均波G 1(t) ,G 2(t) の演算を行う演算処理と、
j.これら加算平均波G 1(t) ,G 2(t) のそれぞれから所定の周波数を中心に狭帯域成分波G 1(t) ,G 2(t) を作成する作成処理と、
k.これら狭帯域成分波G 1(t) ,G 2(t) の波形形状の比較で被探知物体内部の形態を探知する解析処理とを
実行させるコンピュータプログラムを記録した
l.信号処理記録媒体。
g. Ultrasonic detection that transmits an ultrasonic wave and is read by a computer having an ultrasonic wave generating unit that receives the reflected wave, thereby controlling the arithmetic unit of the computer and causing the computer to detect a form inside the object to be detected. A signal processing recording medium recording a computer program to function as an apparatus,
h. The arithmetic means receives the reflected wave of the ultrasonic wave transmitted obliquely from the surface of the detected object to the detection direction side by the ultrasonic wave generating means with respect to the detected object, and changes the state inside the detected object. An evaluation process of evaluating a first detection position to be detected, and a second detection position to be moved by a predetermined amount from the first detection position to the far side in the detection direction and to detect the same as the first detection position;
i. An arithmetic processing for calculating the averaged waves G 1 (t) and G 2 (t) for adding the received waves obtained for each ultrasonic output at each position to obtain an average value ;
j. These averaging wave G 1 (t), G 2 (t) of the narrow-band component wave G ~ about a predetermined frequency from each 1 (t), and creation processing for creating a G ~ 2 (t),
k. By comparing the waveform shapes of these narrow-band component waves G - 1 (t) and G - 2 (t) , an analysis process for detecting the internal shape of the detected object is performed.
Recorded computer program to be executed l. Signal processing recording medium.
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