JP2003106830A - How to measure the length of elastic material - Google Patents
How to measure the length of elastic materialInfo
- Publication number
- JP2003106830A JP2003106830A JP2001300755A JP2001300755A JP2003106830A JP 2003106830 A JP2003106830 A JP 2003106830A JP 2001300755 A JP2001300755 A JP 2001300755A JP 2001300755 A JP2001300755 A JP 2001300755A JP 2003106830 A JP2003106830 A JP 2003106830A
- Authority
- JP
- Japan
- Prior art keywords
- elastic material
- length
- elastic
- wave
- probes
- 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.)
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Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2291/00—Indexing codes associated with group G01N29/00
- G01N2291/04—Wave modes and trajectories
- G01N2291/044—Internal reflections (echoes), e.g. on walls or defects
Landscapes
- Length Measuring Devices Characterised By Use Of Acoustic Means (AREA)
- Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
Abstract
(57)【要約】
【課題】 測定精度の向上。
【解決手段】 測定方法では、弾性材料A中に発生して
いるひび割れBを挟んで、その両側に一対の探触子T,
Rを設置し、これらの探触子T,R間に伝播させる弾性
波の伝播時間Tを測定して、ひび割れの深さdを求め
る。この時に、探触子T,Rの中心間距離Lcを、少な
くとも3以上異ならせて、伝播時間Tをそれぞれについ
て測定する。そして、
【式】
に基づいて、最少二乗近似法による近似計算で、探触子
T,R間の中心間距離Lcの補正値αと、弾性材料A中
の弾性波の伝播速度v、および、ひび割れBの深さdを
算定する。
(57) [Summary] [Problem] To improve measurement accuracy. SOLUTION: In a measuring method, a pair of probes T, on both sides of a crack B generated in an elastic material A is sandwiched.
R is set, and the propagation time T of the elastic wave propagated between the probes T and R is measured to determine the depth d of the crack. At this time, the distances Lc between the centers of the probes T and R are made different by at least three or more, and the propagation time T is measured for each. And The correction value α of the center-to-center distance Lc between the probes T and R, the propagation velocity v of the elastic wave in the elastic material A, and the depth of the crack B are calculated by the least squares approximation method based on Calculate d.
Description
【0001】[0001]
【発明の属する技術分野】この発明は、コンクリートな
どの弾性材料中に存在するひび割れの表面からの深さな
どの長さの測定方法に関し、特に、弾性材料中を伝播す
る弾性波の伝播時間を表面側から測定して、ひび割れ深
さなどの弾性材料の長さを求める測定方法に関するもの
である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for measuring a length such as a depth from a surface of a crack existing in an elastic material such as concrete, and particularly to measuring a propagation time of an elastic wave propagating in the elastic material. The present invention relates to a measuring method for measuring the length of an elastic material such as a crack depth by measuring from the surface side.
【0002】[0002]
【従来の技術】コンクリートなどの弾性材料中に発生し
たひび割れ深さの測定方法として、超音波などの弾性波
を利用する方法が知られている。図8は、コンクリート
を対象とするひび割れ深さの測定方法の代表的な例を示
している。2. Description of the Related Art As a method for measuring the depth of cracks generated in an elastic material such as concrete, a method utilizing elastic waves such as ultrasonic waves is known. FIG. 8 shows a typical example of a crack depth measuring method for concrete.
【0003】この種の測定方法では、予め健全部でコン
クリートの超音波伝播速度を測定する。この際には、図
8(A)に示すように、送信および受信側の一対の探触
子T T,TRを中心間距離2aで、コンクリートの表面
に設置し、送信側探触子TTから発射した超音波を受信
側探触子TRで受け、伝播時間T0を測定する。In this type of measuring method, the sound area is previously measured.
The cleat's ultrasonic velocity is measured. In this case, the figure
As shown in FIG. 8 (A), a pair of transmitter and receiver probes
Child T T, TRWith a center-to-center distance of 2a, on the surface of concrete
Installed on the transmitter TTReceives ultrasonic waves emitted from
Side probe TRReceived at, propagation time T0To measure.
【0004】この場合の伝播速度vは、2a/T0で求
められる。次に、図8(B)に示すように、ひび割れを
挟んでその両側に一対の探触子TT,TRをそれぞれ距
離aの点に設置し、ひび割れを回折した超音波パルスの
伝播時間Tcを測定する。The propagation velocity v in this case is obtained by 2a / T 0 . Next, as shown in FIG. 8 (B), a pair of probes T T and T R are placed on both sides of the crack across the crack, and the propagation time of the ultrasonic pulse diffracted by the crack is set. Measure T c .
【0005】そして、伝播時間Tcに、測定した伝播速
度vを乗じて、超音波伝播距離に変換して、式d=a
{(Tc/T0)2−1}0.5より、ひび割れ深さd
を算定する。しかしながら、このような従来のひび割れ
深さの測定方法には、以下に説明する技術的な課題があ
った。Then, the propagation time T c is multiplied by the measured propagation velocity v to be converted into an ultrasonic propagation distance, and the equation d = a
From {(T c / T 0 ) 2 −1} 0.5 , the crack depth d
Is calculated. However, such a conventional crack depth measuring method has technical problems described below.
【0006】[0006]
【発明が解決しようとする課題】すなわち、前述したひ
び割れ深さの測定方法では、予め、コンクリートなどの
弾性材料中の、弾性波の伝播速度を測定する必要がある
が、測定対象材料の性状は、一様でなくバラツキがあ
り、伝播速度の正確な測定が難しく、その結果、測定誤
差が大きくなり、測定精度に解決すべき問題があった。That is, in the above-described crack depth measuring method, it is necessary to measure the propagation velocity of elastic waves in an elastic material such as concrete in advance. However, there are variations that are not uniform, and accurate measurement of the propagation velocity is difficult, resulting in a large measurement error, and there is a problem to be solved in measurement accuracy.
【0007】本発明は、このような従来の問題点に鑑み
てなされたものであって、その目的とするところは、高
い精度が得られる弾性材料の長さの測定方法を提供する
ことにある。The present invention has been made in view of such conventional problems, and an object of the present invention is to provide a method for measuring the length of an elastic material with which high accuracy can be obtained. .
【0008】[0008]
【課題を解決するための手段】上記目的を達成するため
に、本発明は、コンクリートなどの弾性材料中に存在し
ているひび割れ深さや、前記弾性材料中に存在している
反射面,空洞までの表面からの距離、ないしは前記弾性
材料の厚みなどの長さLの測定方法において、測定対象
弾性材料の表面に所定の間隔を隔てて、中心間距離をL
cとする一対の探触子を設置し、前記探触子間に伝播さ
せる弾性波の伝播時間Tを測定して、前記長さLを算出
する際に、前記一対の探触子の中心間距離Lcを、少な
くとも3以上異ならせて、前記伝播時間Tをそれぞれに
ついて測定し、In order to achieve the above object, the present invention provides a crack depth existing in an elastic material such as concrete, a reflecting surface existing in the elastic material, and a cavity. In the method of measuring the distance from the surface of the elastic material, or the length L such as the thickness of the elastic material, the center-to-center distance is L at a predetermined distance from the surface of the elastic material to be measured.
When a pair of probes c are installed and the propagation time T of the elastic wave propagated between the probes is measured to calculate the length L, the distance between the centers of the pair of probes is The distance Lc is varied by at least 3 or more, the propagation time T is measured for each,
【式】
に基づいて、最少二乗近似法により、前記探触子間距離
の補正値αと、前記弾性材料中の弾性波の伝播速度v、
および、前記長さLを求める。【formula】 Based on the least square approximation method, the correction value α of the inter-probe distance and the propagation velocity v of the elastic wave in the elastic material,
Also, the length L is obtained.
【0009】このように構成した弾性材料の長さの測定
方法によれば、従来の測定方法のように、予め弾性波の
伝播速度を求めないで、探触子の中心間距離Lcを、少
なくとも3以上異ならせて、複数の伝播時間Tを測定
し、この測定結果に基づいて、According to the method of measuring the length of the elastic material having such a structure, unlike the conventional measuring method, the distance Lc between the centers of the probes is at least determined without previously obtaining the propagation velocity of the elastic wave. By measuring three or more different propagation times T, based on the measurement results,
により、探触子間距離の補正値α,弾性材料中の弾性波
の伝播速度v,長さLを、最少二乗近似法により算定す
るので、後述する実験結果からも明らかなように、高精
度にひび割れ深さを求めることができる。 As a result, the correction value α of the distance between the probes, the propagation velocity v of the elastic wave in the elastic material, and the length L are calculated by the least-squares approximation method. The crack depth can be determined.
【0010】前記長さLは、これが前記弾性材料中に存
在するひび割れ深さdの場合には、前記一対の探触子を
前記ひび割れを挟んでその両側に設置し、前記ひび割れ
を迂回する回折波に基づいて、前記弾性波の伝播時間T
を測定することで、ひび割れ深さdを算出することがで
きる。When the length L is the crack depth d existing in the elastic material, the pair of probes are placed on both sides of the crack so as to avoid the crack. Based on the wave, the propagation time T of the elastic wave
The crack depth d can be calculated by measuring
【0011】前記長さLは、これが前記弾性材料の厚み
tの場合には、前記弾性波が前記弾性材料の厚み方向に
伝播し、前記弾性材料の底面からの反射波に基づいて、
前記弾性波の伝播時間Tを測定することで、厚みtを算
出することができる。If the length L is the thickness t of the elastic material, the elastic wave propagates in the thickness direction of the elastic material, and based on the reflected wave from the bottom surface of the elastic material,
The thickness t can be calculated by measuring the propagation time T of the elastic wave.
【0012】前記長さLは、これが前記弾性材料中に存
在する反射面や空洞までの表面からの距離d1の場合に
は、前記弾性波が前記弾性材料の厚み方向に伝播し、前
記弾性材料中に存在する前記反射面ないしは空洞からの
反射波に基づいて、前記弾性波の伝播時間Tを測定する
ことで、距離d1を算出することができる。When the length L is the distance d1 from the surface to the reflecting surface or the cavity existing in the elastic material, the elastic wave propagates in the thickness direction of the elastic material, The distance d1 can be calculated by measuring the propagation time T of the elastic wave based on the reflected wave from the reflecting surface or the cavity present therein.
【0013】本発明では、前記伝播時間Tを測定する際
に、前記探触子の中心間距離Lcと前記弾性波の伝播時
間Tとが概略比例関係にあることを確認することが望ま
しい。In the present invention, when measuring the propagation time T, it is desirable to confirm that the center-to-center distance Lc of the probe and the propagation time T of the elastic wave are in a substantially proportional relationship.
【0014】このような条件に従って、測定を行うと、
測定状態の正当性を確保することができ、明らかな誤計
測を除去できるので、より一層高精度にひび割れ深さを
求めることができる。When the measurement is performed according to such conditions,
Since the correctness of the measurement state can be ensured and clear erroneous measurement can be eliminated, the crack depth can be obtained with even higher accuracy.
【0015】[0015]
【発明の実施の形態】以下、本発明の好適な実施の形態
について、添付図面に基づいて詳細に説明する。図1
は、本発明にかかる弾性材料の長さの測定方法の第1実
施例を示している。BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings. Figure 1
Shows a first embodiment of a method for measuring the length of an elastic material according to the present invention.
【0016】同図に示した測定方法では、測定対象の長
さLが、コンクリートなどの弾性材料A中に発生してい
るひび割れBの深さdであって、この深さdを算出する
際には、弾性材料Aの表面に一対の探触子T,Rが設置
される。In the measuring method shown in the figure, the length L to be measured is the depth d of the crack B generated in the elastic material A such as concrete, and when the depth d is calculated. , A pair of probes T and R are installed on the surface of the elastic material A.
【0017】一対の探触子T,Rは、ひび割れBを中心
にして、これを挟んで、その両側に同じ間隔で設置し、
これらの探触子T,R間に伝播させる弾性波の伝播時間
T0を測定して、ひび割れの深さdを求めることが基本
構成となっている。The pair of probes T and R are placed with the crack B as the center, sandwiching the probe B at the same intervals on both sides,
The basic configuration is to determine the crack depth d by measuring the propagation time T 0 of the elastic wave propagated between the probes T and R.
【0018】この時に、本実施例では、一対の探触子
T,Rの中心間距離Lcを、少なくとも3以上異ならせ
て、伝播時間T0をそれぞれについて測定する。そし
て、At this time, in the present embodiment, the center-to-center distance Lc of the pair of probes T and R is varied by at least 3 or more, and the propagation time T 0 is measured for each. And
【式1】
に基づいて、最少二乗近似法による近似計算で、探触子
T,R間の中心間距離Lcの補正値αと、弾性材料A中
の弾性波の伝播速度v、および、ひび割れBの深さdを
算定する。[Formula 1] Based on the above, the correction value α of the center-to-center distance Lc between the probes T and R, the propagation velocity v of the elastic wave in the elastic material A, and the depth of the crack B are calculated by the least square approximation method. Calculate d.
【0019】ここで、探触子T,R間の中心間距離Lc
の補正値αは、以下の考察により、考慮することとし
た。すなわち、弾性材料aの表面に探触子T,Rを設置
し、これらの間に弾性波を伝播させる際には、弾性波の
入射ないしは発射点は、各探触子T,Rの中心点ではな
く、所定距離だけずれた位置が、これらのポイントであ
るとの知得に基づいている。Here, the center-to-center distance Lc between the probes T and R is
The correction value α of was considered by the following consideration. That is, when the probes T and R are installed on the surface of the elastic material a and the elastic wave is propagated between them, the incident or emission point of the elastic wave is the center point of each of the probes T and R. Rather, it is based on the knowledge that these points are positions displaced by a predetermined distance.
【0020】また、本実施例の測定方法では、弾性材料
A中を伝播する弾性波の伝播時間T 0は、図1に破線で
示すように、発射側の探触子Tから放出された弾性波
が、ひび割れBの先端を迂回して、受信側の探触子Rに
到達するまでの時間となり、ひび割れBを迂回する回折
波に基づいて、弾性波の伝播時間T0を測定することに
なる。In the measuring method of this embodiment, the elastic material is
A propagation time T of an elastic wave propagating in A 0Is a broken line in FIG.
As shown, the elastic wave emitted from the probe T on the launch side
Circumvents the tip of the crack B, and
It takes time to reach and diffraction that bypasses the crack B
Based on the wave, the propagation time T of the elastic wave0To measure
Become.
【0021】さらに、この伝播時間T0を測定する際
に、探触子T,Rの中心間距離Lcと弾性波の伝播時間
T0とが、概略比例関係にあることを確認するようにし
た。Furthermore, when measuring the propagation time T 0, probe T, and a propagation time T 0 of the center-to-center distance Lc and the elastic wave R, and to be sure that the general proportional relationship .
【0022】これは、同一点のひび割れBの深さdを測
定する場合には、探触子T,R間の中心間距離Lcと伝
播時間T0との関係が、式1に示すように、概略比例関
係になるので、この関係を測定中に、例えば、グラフ上
にプロットすることなどにより確認するようにしてい
る。This is because when the depth d of the crack B at the same point is measured, the relationship between the center-to-center distance Lc between the probes T and R and the propagation time T 0 is as shown in equation 1. Since there is a substantially proportional relationship, this relationship is confirmed during measurement, for example, by plotting it on a graph.
【0023】このような条件に従って、一対の探触子
T,Rの中心間距離Lcを異ならせて、伝播時間T0を
測定すると、測定状態の正当性を確保することができる
ので、より一層高精度にひび割れ深さdを求めることが
できる。When the propagation time T 0 is measured by changing the center-to-center distance Lc of the pair of probes T and R in accordance with such conditions, the correctness of the measurement state can be ensured. The crack depth d can be obtained with high accuracy.
【0024】さて、以上のように構成した弾性材料Aの
ひび割れ深さdの測定方法によれば、従来の測定方法の
ように、予め弾性波の伝播速度を求めないで、探触子
T,Rの中心間距離Lcを、少なくとも3以上異ならせ
て、複数の伝播時間T0を測定し、この測定結果に基づ
いて、According to the method for measuring the crack depth d of the elastic material A having the above-described structure, unlike the conventional measuring method, the probe T, The distance Lc between the centers of R is made different by at least 3 to measure a plurality of propagation times T 0 , and based on the measurement result,
【式1】
により、探触子間距離の補正値α,弾性材料中の弾性波
の伝播速度v,ひび割れの深さdの各変数を、最少二乗
近似法により算定するので、後述する実験結果からも明
らかなように、高精度にひび割れ深さdを求めることが
できる。[Formula 1] As a result, the variables of the inter-probe distance correction value α, the propagation velocity v of the elastic wave in the elastic material, and the crack depth d are calculated by the least-squares approximation method. As described above, the crack depth d can be obtained with high accuracy.
【0025】本発明者らは、本発明の有効性を確認する
ために、弾性材料Aとして、コンクリートモデルを設定
し、コンクリート部材内部に超音波伝播速度の分布が発
生している場合においても本発明が適用できるか、2次
元の有限要素差分法による超音波解析を行い、適用性の
確認を行った。In order to confirm the effectiveness of the present invention, the present inventors set a concrete model as the elastic material A, and even if the distribution of ultrasonic wave propagation velocity is generated inside the concrete member, Whether the invention can be applied, ultrasonic analysis by a two-dimensional finite element difference method was performed to confirm the applicability.
【0026】なお、このようなモデルを設定したのは、
以下の理由に基づいている、すなわち、本願発明の測定
方法が適用される弾性材料であるコンクリートは、実際
の構造物とした場合には、内部の圧縮強度が均一でない
ことが知られている。Incidentally, the reason why such a model is set is that
It is known that concrete, which is an elastic material to which the measuring method of the present invention is applied, is not uniform in internal compressive strength when it is used as an actual structure, based on the following reasons.
【0027】例えば、ブリーディング量が多いコンクリ
ートを使用した場合、打ち込んだ部材の上部で、圧縮強
度が下部よりも低下したり、型枠の早期脱型などの影響
でコンクリートが乾燥し、表層部の圧縮強度や弾性係数
が、内部よりも低下することがある。For example, when concrete with a large amount of bleeding is used, the compressive strength at the upper part of the driven member is lower than that at the lower part, or the concrete dries due to the effect of premature demolding of the formwork, and The compressive strength and elastic modulus may be lower than those of the inside.
【0028】このような状況下で、弾性波、すなわち、
超音波の伝播速度を測定して、ひび割れ深さを算定する
際には、伝播速度が部分的に異なることになり、伝播速
度が均一でない場合にも、本発明の測定方法の有効性を
確認しておく必要があり、このために以下に説明するモ
デルでの解析を行ったものである。Under such circumstances, the elastic wave, that is,
When measuring the propagation velocity of ultrasonic waves and calculating the crack depth, the propagation velocity is partially different, and the effectiveness of the measuring method of the present invention is confirmed even when the propagation velocity is not uniform. It is necessary to do so, and for this purpose, the analysis is performed using the model described below.
【0029】この解析では、コンクリートモデル中に図
2に示すようなひび割れBが存在する場合を想定して、
本発明の測定方法を適用して、そのひび割れ深さdを求
めた。In this analysis, assuming that a crack B as shown in FIG. 2 exists in the concrete model,
The crack depth d was determined by applying the measuring method of the present invention.
【0030】図2に示したコンクリートモデルは、a,
bからなる2層コンクリートモデルであって、上側のa
層が、50mmの厚みで、その下側のb層が150mm
厚みを有している。The concrete model shown in FIG.
It is a two-layer concrete model consisting of b
The layer has a thickness of 50 mm, and the b layer below the layer has a thickness of 150 mm.
It has a thickness.
【0031】この場合、a層の超音波伝播速度を405
0m/secとし、b層の超音波伝播速度4400m/
secとし、中央部にa,b層間に跨がる幅1.0m
m、深さdが100mmのひび割れBを配置した。In this case, the ultrasonic wave propagation velocity of the layer a is set to 405.
0m / sec, ultrasonic wave velocity of layer b is 4400m /
sec, width 1.0m across the a and b layers in the center
A crack B having an m and a depth d of 100 mm was arranged.
【0032】解析条件は、入力波として、図3に示す1
00kHzのsine gaussianパルス波を与
え、メッシュサイズは、縦横とも1mmとし、解析ステ
ップは、0.19μsecピッチとした。The analysis conditions are as shown in FIG.
A sine gaussian pulse wave of 00 kHz was applied, the mesh size was 1 mm in both length and width, and the analysis step was 0.19 μsec pitch.
【0033】図4は、図2に示したコンクリートモデル
の供試体を実際に作製し、この供試体において、探触子
T,R間の中心間距離Lcの値を、約40〜130mm
の範囲内で8回異ならせて、各中心間距離ごとに伝播時
間を実測測定した場合の測定結果をグラフ表示したもの
である。In FIG. 4, a concrete model specimen shown in FIG. 2 was actually produced, and in this specimen, the value of the center distance Lc between the probes T and R was about 40 to 130 mm.
The graph shows the measurement results when the propagation time is actually measured for each center-to-center distance by changing the distance eight times within the range.
【0034】この測定結果から、From this measurement result,
【式1】
に、その値を代入して、未知数である探触子間距離の補
正値α,弾性材料中の弾性波の伝播速度v,ひび割れの
深さdが含まれた連立方程式を得た。そして、この連立
方程式を最少二乗近似法により解いて、探触子間距離の
補正値α,弾性材料中の弾性波の伝播速度v,ひび割れ
の深さdに関して、各変数の近似値を求めたところ、補
正値αが、37.6mm、弾性波の伝播速度vが、43
05m/sec、ひび割れの深さdが、104.0mm
となった。[Formula 1] By substituting that value into the equation, a simultaneous equation including the unknown correction value α of the probe distance, the propagation velocity v of the elastic wave in the elastic material, and the crack depth d was obtained. Then, the simultaneous equations were solved by the least-squares approximation method to obtain the approximate values of the variables with respect to the correction value α of the inter-probe distance, the propagation velocity v of the elastic wave in the elastic material, and the crack depth d. However, the correction value α is 37.6 mm and the propagation velocity v of the elastic wave is 43
05m / sec, crack depth d is 104.0mm
Became.
【0035】この場合のひび割れ深さdの誤差は、設定
値に対して、4%であり、コンクリート内部に超音波の
伝播速度に分布がある場合でも、高精度のひび割れ深さ
の測定が可能であることを確認できた。The error of the crack depth d in this case is 4% with respect to the set value, and it is possible to measure the crack depth with high accuracy even if the propagation velocity of ultrasonic waves is distributed inside the concrete. I was able to confirm that
【0036】なお、上述した解析では、探触子T,Rの
中心間距離Lcを8回異ならせて、複数の伝播時間T0
を測定し、この測定結果に基づいて、ひび割れ深さdを
算定する場合を例示したが、本発明では、未知数が3個
なので、3以上の連立方程式が得られれば、ひび割れ深
さdの算定が可能になる。In the above-mentioned analysis, the distance Lc between the centers of the probes T and R is made to differ eight times, and a plurality of propagation times T 0 are obtained.
Was measured and the crack depth d was calculated based on this measurement result. However, in the present invention, since the unknowns are three, the crack depth d is calculated if three or more simultaneous equations are obtained. Will be possible.
【0037】図5および図6は、本発明にかかる弾性材
料の長さの測定方法の第2実施例を示している。なお、
以下の説明では、上記第1実施例と同一もしくは相当す
る部分には、同一符号を付してその説明を省略するとと
もに、以下にその特徴点についてのみ説明する。5 and 6 show a second embodiment of the method for measuring the length of an elastic material according to the present invention. In addition,
In the following description, parts that are the same as or correspond to those in the first embodiment will be assigned the same reference numerals and descriptions thereof will be omitted, and only the characteristic points will be described below.
【0038】同図に示した測定方法では、測定対象の長
さLが、コンクリートなどの弾性材料Aの厚みtであっ
て、この厚みtを算出する際には、上記第1実施例と同
様に、弾性材料Aの表面に一対の探触子T,Rが設置さ
れる。In the measuring method shown in the figure, the length L to be measured is the thickness t of the elastic material A such as concrete, and when calculating this thickness t, it is the same as in the first embodiment. A pair of probes T and R are installed on the surface of the elastic material A.
【0039】本実施例では、上記第1実施例と同様に、
一対の探触子T,Rの中心間距離Lcを、少なくとも3
以上異ならせて、伝播時間T1をそれぞれについて測定
し、In this embodiment, as in the first embodiment,
The distance Lc between the centers of the pair of probes T and R is at least 3
By measuring the propagation time T 1 differently for each of the above,
【式2】
に基づいて、最少二乗近似法による近似計算で、探触子
T,R間の中心間距離Lcの補正値αと、弾性材料A中
の弾性波の伝播速度v、および、厚みtを算定する。
なお、この式2は、実質的には、第1実施例の式1と同
じである。[Formula 2] Based on the above, the correction value α of the center-to-center distance Lc between the probes T and R, the propagation velocity v of the elastic wave in the elastic material A, and the thickness t are calculated by an approximate calculation by the least squares approximation method. .
The expression 2 is substantially the same as the expression 1 of the first embodiment.
【0040】本実施例の場合にも、探触子T,R間の中
心間距離Lcの補正値αは、第1実施例と同様の理由か
ら採用する。Also in this embodiment, the correction value α of the center distance Lc between the probes T and R is adopted for the same reason as in the first embodiment.
【0041】また、本実施例の測定方法では、弾性材料
A中を伝播する弾性波の伝播時間T 1は、図5に破線で
示すように、発射側の探触子Tから放出された弾性波
が、弾性材料Aの厚み方向を伝播し、その底面で反射し
た反射波が受信側の探触子Rに到達するまでの時間とな
り、反射波に基づいて、弾性波の伝播時間T1を測定す
ることになる。In the measuring method of this embodiment, the elastic material
A propagation time T of an elastic wave propagating in A 1Is a broken line in FIG.
As shown, the elastic wave emitted from the probe T on the launch side
Propagates in the thickness direction of the elastic material A and is reflected at the bottom surface of
The time it takes for the reflected wave to reach the receiving probe R.
And the propagation time T of the elastic wave based on the reflected wave1To measure
Will be.
【0042】図6は、所定周波数の弾性波を探触子Tか
ら発射させた際に、探触子Rで受信する弾性波の波形を
示している。なお、この図に示した受信波形は、弾性材
料A中に第1実施例で示したひび割れBが存在する場合
の波形図である。FIG. 6 shows a waveform of an elastic wave received by the probe R when the elastic wave having a predetermined frequency is emitted from the probe T. The reception waveform shown in this figure is a waveform diagram when the crack B shown in the first embodiment exists in the elastic material A.
【0043】弾性材料Aの表面に一対の探触子T,Rを
所定の間隔で配置して、所定周波数の弾性波を探触子T
から発射させると、まず、受信側の探触子Rには、弾性
材料Aの表面ないしはその近傍を伝播して探触子Rに短
時間に到達する波形が現われる。A pair of probes T and R are arranged on the surface of the elastic material A at a predetermined interval to generate an elastic wave having a predetermined frequency.
When the probe R is fired from the first, a waveform that propagates on the surface of the elastic material A or in the vicinity thereof and reaches the probe R in a short time appears on the probe R on the receiving side.
【0044】その後、所定の間隔T0経過した後に、ひ
び割れBを迂回した回折波の波形が現われ、さらにこの
所定時間後に弾性材料Aの底面で反射した反射波の波形
が現われ、本実施例では、この波形が出現するまでの時
間を伝播時間T1として測定する。反射波の受信波形
は、回折波の波形よりも振幅が大きくなるので、容易に
検知することができる。After that, after a lapse of a predetermined interval T 0 , a waveform of a diffracted wave that bypasses the crack B appears, and after a predetermined time, a waveform of a reflected wave reflected by the bottom surface of the elastic material A appears. In this embodiment, , The time until the appearance of this waveform is measured as the propagation time T 1 . Since the received waveform of the reflected wave has a larger amplitude than the waveform of the diffracted wave, it can be easily detected.
【0045】そして、得られた複数の伝播時間T1の測
定値から、式2に従って、複数の連立方程式を得て、弾
性材料aの厚みtを算出することになる。本実施例の場
合にも、探触子T,Rの中心間距離Lcと弾性波の伝播
時間T1とが式1の関係にあることを確認することもで
きる。このようにして弾性材料Aの厚みtを測定する
と、第1実施例と同様に、高精度の測定値が得られる。Then, from the obtained measured values of the propagation times T 1 , a plurality of simultaneous equations are obtained according to the equation 2, and the thickness t of the elastic material a is calculated. Also in the case of the present embodiment, it can be confirmed that the distance Lc between the centers of the probes T and R and the propagation time T 1 of the elastic wave have the relationship of Expression 1. When the thickness t of the elastic material A is measured in this manner, a highly accurate measured value can be obtained as in the first embodiment.
【0046】図7は、本発明にかかる弾性材料の長さの
測定方法の第3実施例を示している。なお、以下の説明
では、上記第1実施例と同一もしくは相当する部分に
は、同一符号を付してその説明を省略するとともに、以
下にその特徴点についてのみ説明する。FIG. 7 shows a third embodiment of the method for measuring the length of an elastic material according to the present invention. In the following description, parts that are the same as or correspond to those in the first embodiment will be assigned the same reference numerals and descriptions thereof will be omitted, and only the characteristic points will be described below.
【0047】同図に示した測定方法では、測定対象の長
さLが、コンクリートなどの弾性材料A中に空洞Cが存
在していて、弾性材料Aの表面から空洞Cまでの距離d
1を測定する際に本発明を適用している。In the measuring method shown in the figure, the length L to be measured is such that the cavity C exists in the elastic material A such as concrete, and the distance d from the surface of the elastic material A to the cavity C is d.
The present invention is applied when measuring 1.
【0048】空洞Cまでの距離d1を算出する際には、
上記第1実施例と同様に、弾性材料Aの表面に一対の探
触子T,Rが設置される。When calculating the distance d1 to the cavity C,
Similar to the first embodiment, a pair of probes T and R are installed on the surface of the elastic material A.
【0049】本実施例では、上記第1実施例と同様に、
一対の探触子T,Rの中心間距離Lcを、少なくとも3
以上異ならせて、伝播時間T2をそれぞれについて測定
し、In this embodiment, as in the first embodiment,
The distance Lc between the centers of the pair of probes T and R is at least 3
By measuring the propagation time T 2 differently for each of the above,
【式3】
に基づいて、最少二乗近似法による近似計算で、探触子
T,R間の中心間距離Lcの補正値αと、弾性材料A中
の弾性波の伝播速度v、および、距離d1を算定する。
なお、この式3は、実質的には、第1実施例の式1と同
じである。[Formula 3] Based on the above, the correction value α of the center-to-center distance Lc between the probes T and R, the propagation velocity v of the elastic wave in the elastic material A, and the distance d1 are calculated by an approximate calculation by the least-squares approximation method. .
The expression 3 is substantially the same as the expression 1 of the first embodiment.
【0050】本実施例の場合にも、探触子T,R間の中
心間距離Lcの補正値αは、第1実施例と同様の理由か
ら採用する。Also in the case of this embodiment, the correction value α of the center distance Lc between the probes T and R is adopted for the same reason as in the first embodiment.
【0051】また、本実施例の測定方法では、弾性材料
A中を伝播する弾性波の伝播時間T 2は、図7に破線で
示すように、発射側の探触子Tから放出された弾性波
が、弾性材料Aの厚み方向を伝播し、空洞Cで反射した
反射波が受信側の探触子Rに到達するまでの時間とな
り、反射波に基づいて、弾性波の伝播時間T2を測定す
ることになる。In the measuring method of this embodiment, the elastic material
A propagation time T of an elastic wave propagating in A TwoIs a dashed line in Figure 7.
As shown, the elastic wave emitted from the probe T on the launch side
Propagated in the thickness direction of the elastic material A and were reflected by the cavity C
It is the time it takes for the reflected wave to reach the probe R on the receiving side.
And the propagation time T of the elastic wave based on the reflected waveTwoTo measure
Will be.
【0052】この伝播時間T2の測定は、第2実施例と
実質的に同じ反射波が出現するまでの時間となる。そし
て、得られた複数の伝播時間T2の測定値から、式3に
従って、複数の連立方程式を得て、弾性材料A中に存在
する空洞Cまでの距離d1を算出することになる。The measurement of the propagation time T 2 is the time until a reflected wave substantially the same as that in the second embodiment appears. Then, from the obtained plurality of measured values of the propagation time T 2 , a plurality of simultaneous equations are obtained according to Expression 3, and the distance d1 to the cavity C existing in the elastic material A is calculated.
【0053】本実施例の場合にも、探触子T,Rの中心
間距離Lcと弾性波の伝播時間T2とが式1の関係にあ
ることを確認することもできる。このようにして空洞C
までの距離d1を測定すると、第1実施例と同様に、高
精度の測定値が得られる。Also in the case of this embodiment, it can be confirmed that the distance Lc between the centers of the probes T and R and the propagation time T 2 of the elastic wave have the relation of the expression 1. In this way the cavity C
When the distance d1 to is measured, a highly accurate measurement value can be obtained as in the first embodiment.
【0054】なお、図7に示した実施例では、空洞Cに
替えて、同図に仮想線で示すように、弾性材料A中に弾
性波の反射面Dが存在する際に、その表面からの距離を
測定する場合にも適用することができる。In the embodiment shown in FIG. 7, instead of the cavity C, when the elastic wave reflection surface D exists in the elastic material A as shown by the phantom line in FIG. It can also be applied when measuring the distance.
【0055】[0055]
【発明の効果】以上、詳細に説明したように、本発明に
かかる弾性材料の長さの測定方法によれば、高精度での
ひび割れ深さや厚みなどの長さの算定が可能になる。As described above in detail, according to the method for measuring the length of the elastic material according to the present invention, the length such as the crack depth and the thickness can be calculated with high accuracy.
【図1】本発明にかかる弾性材料の長さの測定方法をひ
び割れの深さ測定に適用した場合に、伝播時間を測定す
る際の側面説明図である。FIG. 1 is a side view for explaining a propagation time when a method for measuring a length of an elastic material according to the present invention is applied to a crack depth measurement.
【図2】本発明の効果を確認するために行った解析で設
定したコンクリートモデルの説明図である。FIG. 2 is an explanatory diagram of a concrete model set by an analysis performed to confirm the effect of the present invention.
【図3】図2に示したコンクリートモデルに加えた超音
波の波形図である。FIG. 3 is a waveform diagram of ultrasonic waves applied to the concrete model shown in FIG.
【図4】図2に示したモデルで超音波伝播時間を測定し
た際の測定結果である。FIG. 4 is a measurement result when ultrasonic wave propagation time is measured by the model shown in FIG.
【図5】本発明にかかる弾性材料の長さの測定方法を厚
み測定に適用した場合に、伝播時間を測定する際の側面
説明図である。FIG. 5 is a side view for explaining the propagation time when the method for measuring the length of the elastic material according to the present invention is applied to the thickness measurement.
【図6】図5に示した探触子の受信側に現われる伝播波
形の説明図である。6 is an explanatory diagram of a propagation waveform that appears on the receiving side of the probe shown in FIG.
【図7】本発明にかかる弾性材料の長さの測定方法を空
洞距離の測定に適用した場合に、伝播時間を測定する際
の側面説明図である。FIG. 7 is a side view for explaining the propagation time when the method for measuring the length of the elastic material according to the present invention is applied to the measurement of the cavity distance.
【図8】従来のひび割れの深さ測定の説明図である。FIG. 8 is an explanatory diagram of conventional crack depth measurement.
A 弾性材料 B ひび割れ T 探触子 R 探触子 L 弾性材料中の長さ d ひび割れ深さ t 弾性材料の厚さ l 表面から空洞までの距離 A elastic material B crack T probe R probe L Length in elastic material d crack depth t Elastic material thickness l Distance from surface to cavity
───────────────────────────────────────────────────── フロントページの続き (72)発明者 平田 隆祥 東京都清瀬市下清戸4−640 株式会社大 林組技術研究所内 Fターム(参考) 2F068 AA06 AA24 AA28 AA48 BB14 BB26 EE01 FF11 FF12 FF16 FF25 KK14 QQ34 2G047 AA08 AA10 BA03 BB02 BC08 BC18 EA10 GA14 GA15 GG30 ─────────────────────────────────────────────────── ─── Continued front page (72) Inventor Takayoshi Hirata 4-640 Shimoseido, Kiyose-shi, Tokyo Dai Inc. Hayashigumi Institute of Technology F term (reference) 2F068 AA06 AA24 AA28 AA48 BB14 BB26 EE01 FF11 FF12 FF16 FF25 KK14 QQ34 2G047 AA08 AA10 BA03 BB02 BC08 BC18 EA10 GA14 GA15 GG30
Claims (5)
ているひび割れ深さや、前記弾性材料中に存在している
反射面,空洞までの表面からの距離、ないしは前記弾性
材料の厚みなどの長さLの測定方法において、 測定対象弾性材料の表面に所定の間隔を隔てて、中心間
距離をLcとする一対の探触子を設置し、前記探触子間
に伝播させる弾性波の伝播時間Tを測定して、前記長さ
Lを算出する際に、 前記一対の探触子の中心間距離Lcを、少なくとも3以
上異ならせて、前記伝播時間Tをそれぞれについて測定
し、 【式】 に基づいて、最少二乗近似法により、 前記探触子間距離の補正値αと、前記弾性材料中の弾性
波の伝播速度v、および、前記長さLを求めることを特
徴とする弾性材料の長さの測定方法。1. A crack depth existing in an elastic material such as concrete, a reflecting surface existing in the elastic material, a distance from a surface to a cavity, or a length such as a thickness of the elastic material. In the method of measuring L, a pair of probes having a center-to-center distance of Lc are installed on a surface of an elastic material to be measured with a predetermined interval, and a propagation time T of an elastic wave propagated between the probes is set. To calculate the length L, the center-to-center distance Lc of the pair of probes is varied by at least 3 or more, and the propagation time T is measured for each of: Based on the least square approximation method, the correction value α of the inter-probe distance, the propagation velocity v of the elastic wave in the elastic material, and the length L of the elastic material are obtained. How to measure length.
るひび割れ深さdであって、 前記一対の探触子を前記ひび割れを挟んでその両側に設
置し、前記ひび割れを迂回する回折波に基づいて、前記
弾性波の伝播時間Tを測定することを特徴とする請求項
1記載の弾性材料の長さの測定方法。2. The length L is a crack depth d existing in the elastic material, and the pair of probes are placed on both sides of the crack so as to bypass the crack. The method for measuring the length of an elastic material according to claim 1, wherein the propagation time T of the elastic wave is measured based on the wave.
あって、 前記弾性波が前記弾性材料の厚み方向に伝播し、前記弾
性材料の底面からの反射波に基づいて、前記弾性波の伝
播時間Tを測定することを特徴とする請求項1記載の弾
性材料の長さの測定方法。3. The length L is a thickness t of the elastic material, and the elastic wave propagates in a thickness direction of the elastic material, and the elastic wave is generated based on a reflected wave from a bottom surface of the elastic material. The method for measuring the length of an elastic material according to claim 1, wherein the propagation time T of the wave is measured.
る反射面や空洞までの表面からの距離d1であって、 前記弾性波が前記弾性材料の厚み方向に伝播し、前記弾
性材料中に存在する前記反射面ないしは空洞からの反射
波に基づいて、前記弾性波の伝播時間Tを測定すること
を特徴とする請求項1記載の弾性材料の長さの測定方
法。4. The length L is a distance d1 from a surface to a reflecting surface or a cavity existing in the elastic material, and the elastic wave propagates in a thickness direction of the elastic material, The method for measuring the length of an elastic material according to claim 1, wherein the propagation time T of the elastic wave is measured based on the reflected wave from the reflection surface or the cavity present therein.
触子の中心間距離Lcと前記弾性波の伝播時間Tとが概
略比例関係にあることを確認することを特徴とする請求
項1から3のいずれか1項記載の弾性材料の長さの測定
方法。5. When measuring the propagation time T, it is confirmed that the center-to-center distance Lc of the probe and the propagation time T of the elastic wave are in a substantially proportional relationship. 4. The method for measuring the length of the elastic material according to any one of 1 to 3.
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007205848A (en) * | 2006-02-01 | 2007-08-16 | Tottori Univ | Crack depth exploration method for concrete structure by ultrasonic method and crack depth exploration device |
| JP2011133415A (en) * | 2009-12-25 | 2011-07-07 | Shimizu Corp | Gaps inspection method in SC structure |
| CN104019777A (en) * | 2014-06-13 | 2014-09-03 | 西安热工研究院有限公司 | Method for ultrasonic measurement of depth of crack on surface of turbine blade |
| CN104833322A (en) * | 2015-03-19 | 2015-08-12 | 云南省公路科学技术研究院 | Ultrasonic three-dimensional detecting device for surface crack of concrete and detecting method thereof |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007205848A (en) * | 2006-02-01 | 2007-08-16 | Tottori Univ | Crack depth exploration method for concrete structure by ultrasonic method and crack depth exploration device |
| JP2011133415A (en) * | 2009-12-25 | 2011-07-07 | Shimizu Corp | Gaps inspection method in SC structure |
| CN104019777A (en) * | 2014-06-13 | 2014-09-03 | 西安热工研究院有限公司 | Method for ultrasonic measurement of depth of crack on surface of turbine blade |
| CN104833322A (en) * | 2015-03-19 | 2015-08-12 | 云南省公路科学技术研究院 | Ultrasonic three-dimensional detecting device for surface crack of concrete and detecting method thereof |
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