JPS6079274A - Measurement for kinetic energy of impact object - Google Patents

Measurement for kinetic energy of impact object

Info

Publication number
JPS6079274A
JPS6079274A JP18702883A JP18702883A JPS6079274A JP S6079274 A JPS6079274 A JP S6079274A JP 18702883 A JP18702883 A JP 18702883A JP 18702883 A JP18702883 A JP 18702883A JP S6079274 A JPS6079274 A JP S6079274A
Authority
JP
Japan
Prior art keywords
energy
detector
impact
sound
signal
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.)
Granted
Application number
JP18702883A
Other languages
Japanese (ja)
Other versions
JPH0546504B2 (en
Inventor
Shigeru Ideumi
出海 滋
Yoshihiro Michiguchi
道口 由博
Makoto Senoo
誠 妹尾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Ltd
Original Assignee
Hitachi Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP18702883A priority Critical patent/JPS6079274A/en
Priority to US06/658,167 priority patent/US4586378A/en
Priority to EP84111963A priority patent/EP0149723B1/en
Priority to DE8484111963T priority patent/DE3479759D1/en
Publication of JPS6079274A publication Critical patent/JPS6079274A/en
Publication of JPH0546504B2 publication Critical patent/JPH0546504B2/ja
Granted legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S5/00Position-fixing by co-ordinating two or more direction or position line determinations; Position-fixing by co-ordinating two or more distance determinations
    • G01S5/18Position-fixing by co-ordinating two or more direction or position line determinations; Position-fixing by co-ordinating two or more distance determinations using ultrasonic, sonic or infrasonic waves
    • G01S5/30Determining absolute distances from a plurality of spaced points of known location
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S5/00Position-fixing by co-ordinating two or more direction or position line determinations; Position-fixing by co-ordinating two or more distance determinations
    • G01S5/18Position-fixing by co-ordinating two or more direction or position line determinations; Position-fixing by co-ordinating two or more distance determinations using ultrasonic, sonic or infrasonic waves
    • G01S5/22Position of source determined by co-ordinating a plurality of position lines defined by path-difference measurements

Landscapes

  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔発明の利用分野〕 本発明は物体が構造物に衝突した際の物体の運動エネル
ギーを測定する方法に係り、特に、原子炉圧力容器内壁
に金属異物が衝突した際の衝2%エネルギーを測定する
方法に関する。
[Detailed Description of the Invention] [Field of Application of the Invention] The present invention relates to a method for measuring the kinetic energy of an object when the object collides with a structure, and particularly relates to a method for measuring the kinetic energy of an object when it collides with a structure, and in particular, when a foreign metal object collides with the inner wall of a nuclear reactor pressure vessel. This invention relates to a method for measuring the 2% energy of

〔発明の背景〕[Background of the invention]

従来、構造物に衝突した物体の運動エネルギーEは、構
造物の適宜場所に衝撃音を検知するだめの音響検出器(
圧電素子を使った加速度検出器など)を取りつけ、その
出力信号の振幅値aと、11i+1突位置から検出器位
置までの距離r(r用いで、E−k 、 a 2 、 
r 2− J 、、、、、、・、、 (1)の式からめ
ている。ここでkは検出器感度などによって決まる定数
、Jは音響体ばんによる減衰定数である。しかしながら
、構造物の形状が複雑になると、減衰定数Jは衝撃音の
伝ばん径路によって異なるため、一定のJを仮定して(
1)式から]号をめると大きな誤差になる。また原子炉
圧力容器Eのように円筒形の構造物では、容器側壁を右
回シする音波と左回9する音波が相互に干渉を起すため
正確な波高値を得るととが困難となり、これがエネルギ
ーEの測定誤差の大きな原因となる。
Conventionally, the kinetic energy E of an object that collides with a structure is detected by acoustic detectors (
An acceleration detector using a piezoelectric element, etc.) is attached, and the amplitude value a of its output signal and the distance r from the 11i+1 bump position to the detector position (using r, E-k, a 2 ,
r 2- J , , , , , It is derived from the equation (1). Here, k is a constant determined by the detector sensitivity, etc., and J is an attenuation constant due to the acoustic band. However, when the shape of the structure becomes complex, the attenuation constant J varies depending on the propagation path of the impact sound, so assuming a constant J, (
1) Subtracting the ] sign from equation will result in a large error. In addition, in a cylindrical structure like the reactor pressure vessel E, the sound waves rotating clockwise and counterclockwise on the side wall of the vessel interfere with each other, making it difficult to obtain accurate wave height values. This is a major cause of measurement error in energy E.

〔発明の目的〕[Purpose of the invention]

本発明の目的は、対象構造物℃領域ごとに、エネルギー
推定に使用すべき検出器を決めておき、かつ、各領域に
既知エネルギーの衝撃を与えたときの検出器信号の波高
値を6照することにより、構造物に異物が衝突したとき
の異物の運動エイ・ルギーを正確に決定する方法を提供
するものである。
The purpose of the present invention is to determine the detector to be used for energy estimation for each region of the target structure, and to calculate the peak value of the detector signal six times when a shock of known energy is applied to each region. This provides a method for accurately determining the motion energy of a foreign object when it collides with a structure.

〔発明の概要〕[Summary of the invention]

本発明は、一定の運動エネルギーで構造物に衝撃を与え
た場合に、衝撃点から検出器までの距離が一定であって
も衝撃点の検出点の位置関係が変ると検出信号の波高値
が大きく変化し、その主たる原因が音波の干渉によるも
のであシ、第(1)式によってエネルギーを決定する場
合は1桁以上の誤差を生ずる恐れのあることを実験的に
確認し、この音波の干渉による誤差を゛解消するために
、構造物にあらかじめ既知のエネルギーの衝撃を与えた
場合の検出器出力波高値を参照して未知の衝撃のエネル
ギーを決定するものである。
In the present invention, when an impact is applied to a structure with a constant kinetic energy, even if the distance from the impact point to the detector is constant, if the positional relationship between the impact point and the detection point changes, the peak value of the detection signal will change. It was experimentally confirmed that the main cause of this change is due to the interference of sound waves, and that there is a risk of an error of more than one digit when determining the energy using equation (1). In order to eliminate errors due to interference, the energy of the unknown impact is determined by referring to the detector output peak value when an impact of known energy is applied to a structure in advance.

〔発明の実施例〕[Embodiments of the invention]

以下、構造物上の衝撃音を音響検出器で検出した場合の
検出信号波高値と、音源および検出器の位置関係に関し
て実験データに基づいで説明し、さらに、本発明による
衝撃エネルギ〜6(1j定法について説明する。
Below, the detection signal peak value when impact sound on a structure is detected by an acoustic detector and the positional relationship between the sound source and the detector will be explained based on experimental data, and furthermore, the impact energy ~6 (1j Explain the fixed law.

第1図は、衝撃音検出に用いた円筒状のタンクの側壁の
展開図を示したものである。この円筒状タンクは高さ5
m、直径2mいしたがって円筒は約6mある。この円筒
タンク側壁に第1図に示すように9個の検出器を取りつ
け衝撃音を検出できるようにした。また第1図に示す通
り、円筒タンク側壁の各部位に鋼球振子によシ備階を与
えた。
FIG. 1 shows a developed view of the side wall of a cylindrical tank used for impact sound detection. This cylindrical tank has a height of 5
m, diameter is 2m, so the cylinder is about 6m. As shown in Figure 1, nine detectors were attached to the side wall of this cylindrical tank to detect impact sounds. In addition, as shown in Figure 1, each part of the side wall of the cylindrical tank was equipped with a steel ball pendulum.

衝撃時の鋼球振子の運動エネルギーは常に3.51nJ
になるようにしである。
The kinetic energy of the steel ball pendulum during impact is always 3.51 nJ
It is intended to be.

第2図は、衝撃音信号の波高値と、音波の音源位置から
検出器位置までの距離すなわち伝搬距離の関係を示した
ものである。第2図では、第1図のすべでの検出器のデ
ータをプロットして、1、衝撃音源の位置は第1図の円
で囲んだ領域のみでなくタンク側壁全面にわたυ多数あ
る。これらのデータは、同一の音源位置に対して3回の
衝撃を与え71c場合の波高の平均値をプロットしであ
る。
FIG. 2 shows the relationship between the peak value of the impact sound signal and the distance from the sound source position to the detector position, that is, the propagation distance of the sound wave. In FIG. 2, data from all the detectors in FIG. 1 are plotted. 1. There are many impact sound sources not only in the area circled in FIG. 1, but also over the entire side wall of the tank. These data are obtained by plotting the average value of the wave height when three impacts were applied to the same sound source position (71c).

同一点に同一のエネルギーで衝撃を与えた場合の波高値
の再現性は±10%以内である。第2図から明らかなよ
うに、OA撃エネルギーが同一で、伝搬距離も同一であ
っても波高値は約1桁にわたってばらついている。この
ほらつきは、同一点の衝撃音を同一の検出器で検出した
場合の波高値−のばらつき、(±10チ以内)に比較し
てはるかに太きいものである。この事実から、第(1)
式に基ついて波高値からエネルギーEをti算すると約
2桁にわたってばらつきが生じることになシ、エネルギ
ー推定に極めて大きな誤差が含まれることになる。
The reproducibility of the wave height value when impact is applied to the same point with the same energy is within ±10%. As is clear from FIG. 2, even if the OA impact energy is the same and the propagation distance is the same, the wave height values vary over about one order of magnitude. This fluctuation is much larger than the variation (within ±10 inches) in peak values when impact sounds at the same point are detected by the same detector. From this fact, (1)
Calculating the energy E from the peak value based on the equation will result in a variation of about two orders of magnitude, and the energy estimation will include an extremely large error.

衝撃エネルギーが一定で、伝搬距離が同一であっても波
高値がこのように大きくばらつく原因にはいくつかある
が、円筒形タンク7の場合の主な原因は音波の干渉によ
るものと考えられる。すなわち、音源からの音波はタン
クを右回りに進んで検出器に到達するものと左回CK進
んで到達するものかあシ、それらは相互に干渉を起すこ
とになる。
There are several reasons why the wave height value varies greatly even if the impact energy is constant and the propagation distance is the same, but the main cause in the case of the cylindrical tank 7 is considered to be the interference of sound waves. That is, whether the sound waves from the sound source travel clockwise around the tank and reach the detector, or the sound waves travel counterclockwise and reach the detector, they will cause interference with each other.

右回りの音波と左回りの音波の位相のわずかなちがいに
よりX波高値は大きく変化する。したがって波高値のば
らつきを回避するには、なるべく干渉を起さない位置の
検出器で波商盆測定しなければならない。第3図は、第
1図の円で囲んだ領域に一定のエネルギーで衝撃を与え
た場合の、検出器2で検出された信号波高値と伝搬距離
の関係ケ示したものである。第4図は検出器5の信号波
高値、第5図は検出器7による信号波高値についで同様
にデータをプロットしたものである。こ!″Lら第3図
から第5図に対して考察してみると次のことがわかる。
The X wave height value changes greatly due to a slight difference in phase between the clockwise sound wave and the counterclockwise sound wave. Therefore, in order to avoid variations in wave height values, it is necessary to measure the wave basin with a detector located at a position that does not cause interference as much as possible. FIG. 3 shows the relationship between the signal peak value detected by the detector 2 and the propagation distance when a constant energy impact is applied to the area surrounded by a circle in FIG. 1. 4 shows the peak value of the signal from the detector 5, and FIG. 5 shows the peak value of the signal from the detector 7, and the data are similarly plotted. child! If we consider Figures 3 to 5 of L et al., we will find the following.

第3図では、第1図の音源領域と検出器2の位置関係か
ら、音波は左方向に伝搬して検出器に到達してお)、右
方向に伝搬してタンク側壁を回って検出器2に到達する
音波はかなり減衰するため干渉はほとんどない。したが
って波高のばらつきは小さくなっている。また、伝搬距
離の小さいものと太きいものでは2倍程度異なるため、
伝搬距離の小さいものほど波高は大きくなってデータは
右Fシの勾配全もつ。第4図の場合は、第1図において
音波Viタンク側壁を右方向に回シながら検出器5に到
達する場合である。この場合も円筒全通に回って検出器
5に到達するには円筒をほぼ一周することになり、直達
波との干渉は小さいと考えられ、データのばらつきは小
さい。剤た伝搬距離は最大と最小で1.4倍程度の違い
しかないため、距離に対する依存性は顕著にはあられれ
ない。第3図、第4図の場合の波高値のばらつきは±1
5チ以内であることがわかる。第5図の場合は、データ
のばらつきは最大と最小で約5倍ある。第5図は、第1
図の痔源領域と検出器7の位置関係から明らかなように
、音波は、右方向に回周して検出器7に到達する場合と
、左方向に回周して検出器7に到達するものとの伝搬耐
錐の差が殆んどなく、シたがって右回シと左回シの音波
が相互に干渉しているものと考えられる。このだめ波高
値は約5倍もばらつきを生じてhる。以上の実験引実か
ら次のことがわかる。第1に、筒りjエネルギーが同一
、かつ音波の伝搬路μIliが同一・であっても、検出
信号波高値は約1桁にわ/こつでばらつく。第2に、衝
撃音源位置を一定の領域内に限定し、かつ検出位置を特
定の位置に限定することにより、波高値のばらつきは、
±15%以内にすることができる。以上の知見に基づき
、次のような方法によジ衝撃エネルギー測定の誤差を小
さくするととができる。
In Fig. 3, based on the positional relationship between the sound source area and the detector 2 in Fig. 1, the sound waves propagate to the left and reach the detector), and propagate to the right, go around the side wall of the tank, and reach the detector. The sound waves that reach 2 are considerably attenuated, so there is almost no interference. Therefore, the variation in wave height is small. Also, since the propagation distance is about twice as large as that of a small propagation distance,
The shorter the propagation distance, the greater the wave height, and the data has the entire slope of the right F. In the case of FIG. 4, the sound wave reaches the detector 5 while rotating the side wall of the tank Vi in the right direction in FIG. In this case as well, the light must go around the cylinder almost once to reach the detector 5, so interference with the direct wave is considered to be small, and data variations are small. Since the maximum and minimum propagation distances are only about 1.4 times different, there is no noticeable dependence on distance. The variation in peak value in the case of Figures 3 and 4 is ±1
It can be seen that it is within 5 inches. In the case of FIG. 5, the maximum and minimum data variations are about 5 times. Figure 5 shows the first
As is clear from the positional relationship between the hemorrhoid source area and the detector 7 in the figure, the sound waves circulate in the right direction and reach the detector 7, and in other cases the sound waves circulate in the left direction and reach the detector 7. There is almost no difference in the propagation resistance between the two, and it is therefore thought that the right-handed and left-handed sound waves interfere with each other. This wave height value varies by about five times. The following conclusions can be drawn from the above experimental results. First, even if the cylinder j energy is the same and the sound wave propagation path μIli is the same, the detected signal peak values vary by about one order of magnitude. Second, by limiting the impact sound source position to a certain area and the detection position to a specific position, variations in wave height values can be reduced.
It can be within ±15%. Based on the above knowledge, it is possible to reduce the error in impact energy measurement by the following method.

(1)構造物に複数個の8響検出器を配置j’f、ずイ
)。
(1) Placing multiple 8-sound detectors in a structure (j'f, zui).

(2)構造物を適当な領域に分割し、各領域に既知のエ
ネルギーで衝gAを与える。この協合、同一・領域内に
対し、音波の波長の1/2程鮭の間隔で数点の位置に衝
撃を与える。
(2) Divide the structure into appropriate regions and apply an impulse gA with known energy to each region. This combination applies shocks to several points within the same area at intervals of about 1/2 the wavelength of the sound wave.

(3)各領域!に対し、運動エネルギーEOで術萼(全
与えた場合の各検出器」で検出された信号の波高値al
、のデータを記録する。
(3) Each area! In contrast, the peak value al of the signal detected by the calyx (each detector when the total is applied) with kinetic energy EO
, record the data.

(4)各領域iの複数の衝撃音に対して、波高データの
ばらつきの最も少ない検出器を選定する。
(4) Select a detector with the least variation in wave height data for a plurality of impact sounds in each region i.

この場合、データのばらつきが許容範囲にわる検出器が
2つ以上あれば、それらを選定しておく。
In this case, if there are two or more detectors whose data variation falls within the permissible range, those detectors are selected in advance.

(5)未知の衝撃音が検知された場合、まずその音源位
置を標定し、音源が領域1のいずれに属するかを決める
(5) When an unknown impact sound is detected, the sound source position is first located and it is determined to which region 1 the sound source belongs.

(6)領域1が決定されたら、その領域の衝撃エネルギ
ー測定に便う、あらかじめ定められた検出器Jの未知音
に対する波高値Act求める。
(6) Once region 1 is determined, the peak value Act for the unknown sound of a predetermined detector J, which is useful for measuring impact energy in that region, is determined.

(7)次式によシ衝撃エネルギーEk決定する。(7) Determine the impact energy Ek using the following equation.

以上によシ、衝撃エネルギーEを決定することができる
が、第3図のグラフに示すように、同一領域内において
も、音源と検出器までの距離に依存して波高値が変る場
合がある。このような場合は、データから船離に対する
減衰定数Jをあらかじめめておき、次式により、衝撃エ
ネルギーEを決定する。
Based on the above, the impact energy E can be determined, but as shown in the graph in Figure 3, the peak value may change depending on the distance between the sound source and the detector even within the same area. . In such a case, the attenuation constant J for ship separation is determined in advance from the data, and the impact energy E is determined using the following formula.

ただし、RI:未知音源から検出器j tでの°距離 rot :領域iの91定の位置から検出器Jまでの距
離 (a17)O:領域1の特定位置に既知エネルギーEの
衝撃を−むえ/ことき の検出器Jの波高値 さて構造物に力えられた衝撃エネルギーを測定するには
、検出器から衝撃点までの距離rojまたは、衝撃点の
属する領域iを知ること、すなわち、@撃音源位置を標
定することが前提となる。衝撃音源位置標定法には柚々
の方法があるか、形状の複雑な構造物に対しては、バタ
ン認Rを応用した方法が有効である。
However, RI: ° distance from unknown sound source to detector j t rot: distance from 91 constant position of area i to detector J (a17) O: impact of known energy E is applied to a specific position of area 1 / Wave height value of Kotoki's detector J Now, in order to measure the impact energy exerted on a structure, it is necessary to know the distance roj from the detector to the impact point or the area i to which the impact point belongs, that is, @ The premise is to locate the source of the sound. There are various methods for locating the impact sound source position, and for structures with complex shapes, a method applying slam recognition R is effective.

以下、本発す」法を圧力d器衝撃エネルギーi1+11
 ′Al装置に適用した実施例について詳述する。
Hereinafter, the method of ``pressure d'' impact energy i1+11
' An example applied to an Al device will be described in detail.

第6図および第7図に好適な〜実1jii例が7J\さ
れている。
Preferred examples are shown in FIGS. 6 and 7.

第6図に示されたごとく、圧力容器1にはJ個の検出器
S1.Ss・・・4S、が取シ伺けられており、それら
によシ検出された信号は圧力容器?1lij撃エネルギ
ー測定装置100に入力されている。この圧力容器衝撃
エネルギー測定装置は第7図に示されたように構成され
ている。第7図において検出器S+ 、82・・・SJ
からの信号は、増幅器111゜・・・IIJを介して信
号波形記憶装置120に入力されている。信号波形記憶
装置は、衝撃音発生前後の数I Q Ill S程度の
期間の各検出器の信号波形が記憶できろようになってい
る。記憶された波形は、音源位置標定および働;俳エネ
ルギーilミ1j定用計算機130にて解析され位置標
定とエネルギー推定に必要な情報全抽出する。杉照−と
i−o駅テークライプシリ用dピ憶装置140には、予
め圧力容器の各部位を、ハンマなどにより打撃したとき
の、谷検出器から出力される音響11号のイー号到達時
間差ど波高値とが0撃位置すなわち既知品源位置と対応
っりて標準バタンデータとじで会己録されるようになっ
ている。〜また、打撃時の運動エネルギーの情報も記録
されるようになっている。つまシ、圧力容器を1個の領
域に分割しそれぞれの領域の代表点iの音源位置に対応
する1番目の検出器S、の出力信号の波高値aIIs信
号到達時間差τl、および衝撃時の運動エネルギーEI
が記録されている。
As shown in FIG. 6, the pressure vessel 1 includes J detectors S1. Ss...4S has been detected, and the signals detected by them are from the pressure vessel? 1lij impact energy measuring device 100. This pressure vessel impact energy measuring device is constructed as shown in FIG. In FIG. 7, detectors S+, 82...SJ
The signals are input to the signal waveform storage device 120 via amplifiers 111°...IIJ. The signal waveform storage device is capable of storing signal waveforms of each detector for a period of approximately several IQIllS before and after the impact sound occurs. The stored waveform is analyzed by a sound source position location and energy energy estimation computer 130 to extract all information necessary for position location and energy estimation. The Sugi Teru and I-O station take-write series d-pi memory device 140 is equipped with the sound No. 11 output from the valley detector when each part of the pressure vessel is hit with a hammer or the like. The time difference wave height value is recorded in correspondence with the zero hit position, that is, the known product source position, along with the standard baton data. ~In addition, information on kinetic energy at the time of batting is also recorded. The peak value aIIs of the output signal of the first detector S, which divides the pressure vessel into one region and corresponds to the sound source position of the representative point i of each region, the signal arrival time difference τl, and the movement at the time of impact. Energy EI
is recorded.

さらに、i領域のエネルギー測定に使用する検出器番号
joも記録しておく。
Furthermore, the detector number jo used for energy measurement in the i region is also recorded.

また、前記計X機130では未知音源からの信号が信号
波形記憶装置120に入力されるね−と、この未知音源
の波形から、各検出器」の波高値A、および信号到達時
間差τjを抽出する。これら未知音源の情報AI、 τ
j (J ””1 + 2+・・・J )と参照音源デ
ータライブラリ用記憶装置ff 140内の参照バタン
データalltτ、、(1=1,2.−1゜j=i、2
.・・・J)から次式によりまず、丘源がいずれの領域
に属するかの音諒位+ti標定を行なう。
In addition, in the total X device 130, a signal from an unknown sound source is input to the signal waveform storage device 120, and from the waveform of this unknown sound source, the peak value A of each detector and the signal arrival time difference τj are extracted. do. Information AI of these unknown sound sources, τ
j (J""1 + 2+...J) and the reference button data alltτ in the reference sound source data library storage device ff 140, (1=1,2.-1゜j=i,2
.. . . . From J), first, to which region the hill source belongs, the phonetic position + ti is determined using the following equation.

I)+=(V’−−(τ14−τj))2 ・・・(5
)DF=(1−α) D′: +αD7 0.(6ンこ
れらの式で、V、、(Xj)はXjの分散fr:あられ
す。D↑、未知音源の波高情報A、と参照点iの参照波
^情報allの間のバタン距離であj)、D’;の値が
小さいほど、参照音源と未知音源が近いことをあられす
。DHは信号到達時間差に対して同様に定義されるバタ
ン距離である。DlはD↑とDlを合成したバタン距離
であり、第(6〉式からDlをめるときの定数αは0〜
1の間の適当な値に決められている。以上のようにして
、バタン距離D7を各’ (””1 + 2 +・・・
l)について百1算しその中から最小のDεの値をもつ
iを決定する。このようにして決められた1の領域に未
知音源が槁することになる。ここでiが決定されたなら
ば、参照データライブラリの中から、i領域に対応する
参照波高データalloと参照点iを打撃したときの運
動エネルギー推定クEIを読み出し、第(2)式に基づ
いた第(7)式によシ未知音源のエネルギーEを決定す
る。
I)+=(V'--(τ14-τj))2...(5
) DF=(1-α) D': +αD7 0. (6) In these equations, V, , (Xj) is the dispersion fr of Xj: Hail. D↑ is the distance between the wave height information A of the unknown sound source and the reference wave information all of the reference point The smaller the value of j), D';, the closer the reference sound source and unknown sound source are. DH is the bang distance similarly defined for the signal arrival time difference. Dl is the baton distance that is a combination of D↑ and Dl, and the constant α when subtracting Dl from equation (6) is 0 to
It is set to an appropriate value between 1 and 1. In the above manner, the slam distance D7 is determined by each '(""1 + 2 +...
1) and determine i with the minimum value of Dε from among them. The unknown sound source will fall within one area determined in this way. Once i is determined here, the reference wave height data allo corresponding to area i and the estimated kinetic energy when hitting reference point i are read out from the reference data library, and based on equation (2), The energy E of the unknown sound source is determined using equation (7).

JO2 E = E I・(−、−、−) ・・・・・(7)1
10 このようにして計算された、音源の属する領域iおよび
衝撃エネルギーEを、キーボード+j(i ILT15
0に表示することで、圧力容器内のい−jれの部位にい
かなるエネルギーの衝撃が発生したかがわかる。
JO2 E = E I・(−,−,−)・・・・・・(7)1
10 The area i to which the sound source belongs and the impact energy E calculated in this way are calculated using the keyboard+j(i ILT15
By displaying 0, it can be seen what kind of energy impact has occurred at that part in the pressure vessel.

以上の方法をフローチャー トの形でまとめ(、第8図
に示すことができる。
The above methods can be summarized in the form of a flowchart (see Figure 8).

〔発明の効果〕〔Effect of the invention〕

以上記したように本発明によれは、従来用力芥器内の衝
撃音のエネルギー611j定で妹、1桁以上の誤差がお
ったものが、130%の誤差で測定11」能となり、誤
差を飛躍的に低減できる効果がある。
As described above, according to the present invention, the energy of the impact sound in the conventional power trash machine, which had an error of more than 1 digit, can be measured with an error of 130%, and the error can be reduced. It has the effect of dramatically reducing the amount of water.

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

第1図は本発明の裏伺けとなる実験に1史用j、、、た
円筒状タンクの側壁の展開図、第2図〜第5図は一定の
衝撃エネルギーをタンク側壁に与え/r、、味も含の、
検出された音響(Q号の波高値と音響伝搬距1り11の
関係を示す図、第6図、第7図は本発明の一実施例を示
す図、第8図は第6図、第7図の尖施例の動作全説明す
るフローチャートである。 1・・・圧力容器、100・・・圧力容器価撃エネルギ
ー測定装置、120・・・信号波形記憶装置、130・
・・音源位置標定および衝撃エネルギーd((]定用1
jtl−機、140・・・参照音源データライブラリ用
記憶装置、150・・・キーボード付c it ’r0
71図 〈−−−−一一−−=−−−−−4/7(−一一一−□
□−−−〉¥2図 4ス掬覧狂危 (工) ¥30 4月船距難(杭) ¥qH 伝1般距角1
Figure 1 is a developed view of the side wall of a cylindrical tank that was used in an experiment that revealed the secret of the present invention, and Figures 2 to 5 show the side wall of a cylindrical tank used when a certain amount of impact energy was applied to the side wall of the tank. ,,Including the taste,
A diagram showing the relationship between the detected sound (wave height value of the Q signal and the sound propagation distance 11), FIG. 6 and FIG. 7 are diagrams showing an embodiment of the present invention, and FIG. 7 is a flowchart illustrating the entire operation of the embodiment shown in FIG. 7. 1... Pressure vessel, 100... Pressure vessel valence impact energy measuring device, 120... Signal waveform storage device, 130...
... Sound source location and impact energy d(()
jtl-machine, 140...Storage device for reference sound source data library, 150...Cit'r0 with keyboard
Figure 71〈−−−−11−−=−−−−−4/7(−111−□
□---〉¥2 Figure 4 Scooping Madness (Engineer) ¥30 April Ship Loss (Pile) ¥qH Den 1 General Angle 1

Claims (1)

【特許請求の範囲】[Claims] 1、構造物に音響を検知する複数個の検出器を適宜個所
に設置し、該構造物に物体が衝突した場合に発生する衝
撃音を電気信号の形で取9出し、該信号を処理すること
によシ物体が衝突したときの物体の運動エネルギーを測
定する方法において、構造物を適宜領域に分割し、各領
域に既知の運動エネルギーで物体を衝突させた時の各検
出器の衝)3音信号の波高値を領域の番号、検出器の番
号ど共に記録しておき、かつ各領域ごとにエネルギー測
定に使用する検出器番号をあらかじめ決めておき、未知
エネルギーの衝撃音が検知された場合において、まず衝
撃音が発生した1似域を決定し、該領域でのエネルギー
測定に使用する検出器の既知運動エネルギーの衝撃音に
対する信号波高値と未知エネルギーの衝撃音に対する波
高値の比に基づいて、衝撃物体の運動エネルギーを測定
する方法。
1. Install multiple detectors that detect sound on a structure at appropriate locations, extract the impact sound generated when an object collides with the structure in the form of an electrical signal, and process the signal. In particular, in a method of measuring the kinetic energy of an object when it collides with the object, the structure is divided into regions as appropriate, and the collision of each detector when an object collides with each region with a known kinetic energy is used. The peak value of the three-tone signal was recorded along with the area number and detector number, and the detector number used for energy measurement was determined in advance for each area, so that an impact sound with unknown energy was detected. In this case, first determine a similar area where the impact sound occurs, and then calculate the ratio of the signal wave height value for the impact sound with known kinetic energy to the signal wave height value for the impact sound with unknown energy of the detector used for energy measurement in that area. Based on the method of measuring the kinetic energy of an impacting object.
JP18702883A 1983-10-07 1983-10-07 Measurement for kinetic energy of impact object Granted JPS6079274A (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
JP18702883A JPS6079274A (en) 1983-10-07 1983-10-07 Measurement for kinetic energy of impact object
US06/658,167 US4586378A (en) 1983-10-07 1984-10-05 Unknown sound evaluating method and apparatus
EP84111963A EP0149723B1 (en) 1983-10-07 1984-10-05 Method and apparatus for locating a sound source
DE8484111963T DE3479759D1 (en) 1983-10-07 1984-10-05 Method and apparatus for locating a sound source

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18702883A JPS6079274A (en) 1983-10-07 1983-10-07 Measurement for kinetic energy of impact object

Publications (2)

Publication Number Publication Date
JPS6079274A true JPS6079274A (en) 1985-05-07
JPH0546504B2 JPH0546504B2 (en) 1993-07-14

Family

ID=16198923

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18702883A Granted JPS6079274A (en) 1983-10-07 1983-10-07 Measurement for kinetic energy of impact object

Country Status (1)

Country Link
JP (1) JPS6079274A (en)

Also Published As

Publication number Publication date
JPH0546504B2 (en) 1993-07-14

Similar Documents

Publication Publication Date Title
Prosser et al. Time-frequency analysis of the dispersion of Lamb modes
US7929375B2 (en) Method and apparatus for improved active sonar using singular value decomposition filtering
JPS6236165B2 (en)
RU2352930C1 (en) Method for reduction of digitised data in probe emat - "salamander"
EP2912406B1 (en) Ultrasonic measurement apparatus and method
Mukherjee et al. Analysis of acoustic emission signal for crack detection and distance measurement on steel structure
CN107132451A (en) The winding state detection method and system of transformer
Yu et al. A Lamb wave time-reversal field reconstruction method for damage detection with automatic focusing determination
JP5404218B2 (en) Method and apparatus for measuring crack condition of concrete structure
CN111624252A (en) A method to improve the focusing detection speed of Lamb wave phased array
US5815465A (en) Method and apparatus of classifying marine sediment
JP3467208B2 (en) Surface wave phase velocity detection system and surface wave phase velocity detection method
JP3895573B2 (en) Elastic wave propagation velocity measurement calculation method and nondestructive compressive strength test apparatus using the method
US4586378A (en) Unknown sound evaluating method and apparatus
CN119044330A (en) Tunnel inverted arch defect imaging method adopting synthetic aperture focusing
JPS62112055A (en) Method and device for discriminating kind of buried tube
Moon et al. FEA-based metal sphere signal map for mass estimation of simulated loose part in reactor coolant system
Mu et al. Acoustic emission beamforming localisation approach based on particle swarm optimisation
JPH0546504B2 (en)
Thompson et al. Active acoustic sensing for determining touch location on an elastic surface
Park et al. An impact source localization on a spherical shell by using smoothed Wigner-Ville distributions
CN119105076B (en) A Joint Absorbing Boundary Method for Numerical Simulation of Low-Frequency Ship Seismic Waves
US5191558A (en) System for determining the angle of impact of an object on a structure
CN120561991B (en) Impact load identification method combining dynamic time warping and load reconstruction
JPS595925A (en) Impingement energy detector