JPH06100454B2 - Failure point direction determination device - Google Patents
Failure point direction determination deviceInfo
- Publication number
- JPH06100454B2 JPH06100454B2 JP4997189A JP4997189A JPH06100454B2 JP H06100454 B2 JPH06100454 B2 JP H06100454B2 JP 4997189 A JP4997189 A JP 4997189A JP 4997189 A JP4997189 A JP 4997189A JP H06100454 B2 JPH06100454 B2 JP H06100454B2
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- pipe
- determination device
- direction determination
- failure point
- 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.)
- Expired - Lifetime
Links
Landscapes
- Length Measuring Devices Characterised By Use Of Acoustic Means (AREA)
- Examining Or Testing Airtightness (AREA)
Description
【発明の詳細な説明】 〔発明の目的〕 (産業上の利用分野) 本発明は気体、粉体、または液体の輸送管からの漏れの
位置を検出する故障点方向判別装置に関する。DETAILED DESCRIPTION OF THE INVENTION Object of the Invention (Field of Industrial Application) The present invention relates to a failure point direction determination device for detecting the position of leakage of gas, powder, or liquid from a transport pipe.
(従来の技術) 説明を具体化するため、以下、水道管からの地下漏水を
例にとる。漏水の検出方法には、人間の聴力に依存する
音聴法、離れた2地点からの信号の相関を計算し、信号
の位相差は伝搬速度から位置を推定する相関法、水道使
用音、都市雑音などの一過性と漏水の玲継性との違いを
基本原理とする時間積分方式の漏水検出装置(特開昭60
−209117号公報)が知られている。音聴法では、音の強
さと音色などを頼りに熟聴者が地上から漏水位置を推定
するものであるが、推定位置のばらつきが大きい。相関
法は科学的方法であるが、管路中の音の伝搬速度が管路
材質によって異るために、管路材質と管路長が正確に分
っていることが条件になる。更に、管路の途中に存在す
る接手部分、仕切弁、消火栓、分岐点などの影響による
伝搬速度の変動があるために、位置の推定誤差が±1m程
度発生する。また、時間積分方式の漏水検出装置は、周
辺数10m以内の漏水の自動検出を目的とするものであ
り、漏水の位置を特定することはできない。このよう
に、位置の誤差が避けられないため、埋設管の堀削時に
漏水が発見できない場合がしばしばあるが、従来、至近
距離での漏水位置を判定する装置が無かったために、熟
練した作業者が露出した管路からの音聴を頼りに試堀を
繰り返えしている。また、発明者の提案による方向判別
機能付きの漏水検出装置(実開昭57−120228号公報)が
あるが、これは、本来、管路材者が既知の管路の漏水を
発見するために、固定的に設置されることを目的として
おり、任意の材質の管路に適用することはできない。(Prior Art) In order to embody the description, an underground leak from a water pipe will be taken as an example below. The leak detection method is a hearing method that depends on human hearing, a correlation method that calculates the correlation between signals from two distant points, and the phase difference of the signals estimates the position from the propagation velocity. A time-integration type leak detection device based on the principle that the difference between transientness such as noise and continuity of leaks is the basic principle (JP-A-60
No. 209117) is known. In the audiophonic method, a listener carefully estimates the water leakage position from the ground by relying on the strength and tone of the sound, but the estimated position varies widely. Although the correlation method is a scientific method, since the propagation velocity of sound in the pipeline varies depending on the pipeline material, it is a condition that the pipeline material and the pipeline length are accurately known. In addition, the position estimation error is about ± 1 m due to the fluctuation of the propagation velocity due to the influence of the joint, the sluice valve, the fire hydrant, the branch point, etc. existing in the middle of the pipeline. Further, the time-integration type water leak detection device is intended for automatic water leak detection within a few 10 m of the surrounding area, and the position of the water leak cannot be specified. In this way, since position errors are unavoidable, it is often impossible to detect water leakage when excavating a buried pipe. Is repeatedly listening to the sound from the exposed pipe. Further, there is a water leakage detection device with a direction discrimination function proposed by the inventor (Japanese Utility Model Laid-Open No. 57-120228), which is originally designed for a pipe material person to discover water leakage in a known pipe line. , It is intended to be fixedly installed and cannot be applied to pipelines of any material.
(発明が解決しようとする課題) 本発明はこのような問題点に鑑みてなされたもので、1
台の装置で各種材質の水道管の漏水位置がどの方向にあ
るかを判別することが可能な故障点方向判別装置を提供
する。(Problems to be Solved by the Invention) The present invention has been made in view of these problems.
(EN) Provided is a failure point direction determination device capable of determining in which direction the water leakage position of a water pipe of various materials is in a stand device.
(課題を解決するための手段) 本発明は管壁の振動を検出する検出器を2個設け、その
中間に高周波振動を吸収するための重りを取付けること
によって、振動源である漏水位置の方向を判別するもの
である。(Means for Solving the Problem) According to the present invention, two detectors for detecting vibration of a pipe wall are provided, and a weight for absorbing high frequency vibration is attached in the middle of the detector to detect the direction of a leak position of a vibration source. Is to determine.
(作用) 漏水による振動の代表的なものは、管壁および管内水中
を伝搬する弾性波である。即ち、弾性体の粒子運動に伴
う粒子密度の変化が疎密波として長さ方向に伝搬するも
のである。この弾性波は、伝半途中の伝達インピーダン
スの不連続部で反射や、粒子運動に消費される仕事のた
めに、振動源からの距離が大きくなるのに従って振幅が
減衰する。この減衰の程度は一般に振動周波数に比例
することが知られている。(Operation) A typical example of vibration due to water leakage is an elastic wave propagating in a pipe wall and water in the pipe. That is, a change in particle density due to particle movement of the elastic body propagates as a compressional wave in the length direction. The amplitude of this elastic wave is attenuated as the distance from the vibration source increases due to the work reflected by the discontinuity of the transmission impedance in the middle of transmission and the work consumed by the particle motion. It is known that the degree of this attenuation is generally proportional to the vibration frequency.
ところで、漏水によって発生する振動は数10Hz〜数10kH
zの周波数帯域を有することが知られている。従って、
伝搬距離が長くなるに従い高周波成分の減少が低周波成
分の減少を上回まわり、平均周波数が低下する。一方、
仕事量は質量に比例するので、振動波の伝搬経路中に質
量の大きな質点(重り)を取付けることによってその減
衰が大きくなる。その結果、平均周波数の低下も顕著に
なる。By the way, the vibration generated by water leakage is several tens of Hz to several tens of kHz.
It is known to have a frequency band of z. Therefore,
As the propagation distance becomes longer, the decrease in the high frequency component exceeds the decrease in the low frequency component, and the average frequency decreases. on the other hand,
Since the work amount is proportional to the mass, the attenuation becomes large by mounting a mass point (weight) having a large mass in the propagation path of the vibration wave. As a result, the decrease in average frequency becomes remarkable.
(実 施 例) 次に本発明の一実施例について説明する。第1図は故障
点方向判別装置の実施状況を説明する構成図である。10
は堀り出された水道管、1および2は水道管10の上に載
せた振動検出器である。図示していないが、振動検出器
は適当な治具で水道管に固定する方が望ましい。鋼管の
場合は、振動検出器の下部に永久磁石を装着することに
よって作業性が向上する。計数器3,4は、それぞれ振動
検出器1,2の出力信号を必要に応じて増幅、ノイズカッ
トなどを行った後の交流波の波の数を計数するもので、
同期装置5からの始動、停止指令に基づいて計数の開
始、終了をする。即ち、計数器3,4と共に同時間の信号
を計数する。6は重り、7は重り6を水道管に固定する
ための治具である。いま、点Aから漏水しているとする
と、振動波が矢印方向に伝搬し、振動検出器2で検出さ
れ計数器4で測定された波の数C2が、振動検出器1で検
出された計数器3で測定された波の数C1よりも大きくな
る。B点に漏水がある場合は逆に、C1>C2となる。即
ち、計数器の値が大きい方の振動検出器側に漏水がある
ことになる。(Example) Next, an example of the present invention will be described. FIG. 1 is a configuration diagram illustrating an implementation state of a failure point direction determination device. Ten
Is a water pipe uncovered, and 1 and 2 are vibration detectors mounted on the water pipe 10. Although not shown, it is desirable to fix the vibration detector to the water pipe with an appropriate jig. In the case of a steel pipe, workability is improved by mounting a permanent magnet below the vibration detector. The counters 3 and 4 count the number of AC waves after the output signals of the vibration detectors 1 and 2 are amplified and noise-cut as necessary, respectively,
Counting is started and ended based on the start and stop commands from the synchronizer 5. That is, the simultaneous signals are counted together with the counters 3 and 4. 6 is a weight, and 7 is a jig for fixing the weight 6 to the water pipe. Now, assuming that water is leaking from the point A, the vibration wave propagates in the direction of the arrow, and the number C2 of waves detected by the vibration detector 2 and measured by the counter 4 is the count detected by the vibration detector 1. It becomes larger than the number of waves C1 measured by the device 3. Conversely, if there is water leakage at point B, C1> C2. That is, there is water leakage on the side of the vibration detector having the larger counter value.
第2図は別の実施例で、2個の検出器の代りに、可逆計
数器8を用いた場合で、例えば、入力端子81が加算入
力、入力端子82が減算入力とすると、可逆計数器8の値
が正であれば漏水はB点側にあり、負であればA点側に
あることになる。FIG. 2 shows another embodiment in which a reversible counter 8 is used instead of two detectors. For example, when the input terminal 81 is an addition input and the input terminal 82 is a subtraction input, the reversible counter is shown. If the value of 8 is positive, the leak is on the B point side, and if it is negative, it is on the A point side.
以上のように、本発明によれば、管種の如何にかゝわら
ず、計数器の値を比較するので、容易に地中の漏水位置
の方向が分る。As described above, according to the present invention, since the values of the counters are compared regardless of the type of pipe, the direction of the leak position in the ground can be easily known.
第1図は本発明の一実施例を示す判別装置の構成図、第
2図は他の実施例の実施例を示す構成図である。 1,2……振動センサ、3,4……計数器 5……同期装置、6……重り 7……重り固定治具、8……可逆計数器 10……水道管FIG. 1 is a block diagram of a discriminating apparatus showing an embodiment of the present invention, and FIG. 2 is a block diagram showing an embodiment of another embodiment. 1,2 …… Vibration sensor, 3,4 …… Counter 5 …… Synchronizer, 6 …… Weight 7 …… Weight fixing jig, 8 …… Reversible counter 10 …… Water pipe
───────────────────────────────────────────────────── フロントページの続き (72)発明者 芳賀 博 埼玉県川越市大字下広谷817番地23 審査官 森 雅之 (56)参考文献 特開 昭60−209117(JP,A) 実開 昭57−120228(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroshi Haga 817 Shimohirotani, Kawagoe City, Saitama 23 Examiner Masayuki Mori (56) References JP-A-60-209117 (JP, A) Actual exploitation Sho-57-120228 (JP, U)
Claims (1)
2組の振動検出器と、これら2組の振動検出器の中間に
固定した重りと、前記2組の振動検出器の交流信号の波
数を比較して故障点の方向を判別する同期装置とからな
る故障点方向判別装置。1. A pair of vibration detectors for detecting a vibration of a pipe wall and converting it into an electric signal, a weight fixed in the middle of these two sets of vibration detectors, and an alternating current of the two sets of vibration detectors. A fault point direction discriminating device comprising a synchronizing device for discriminating the direction of a fault point by comparing the wave numbers of signals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4997189A JPH06100454B2 (en) | 1988-06-21 | 1989-03-03 | Failure point direction determination device |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63-151276 | 1988-06-21 | ||
| JP15127688 | 1988-06-21 | ||
| JP4997189A JPH06100454B2 (en) | 1988-06-21 | 1989-03-03 | Failure point direction determination device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0216406A JPH0216406A (en) | 1990-01-19 |
| JPH06100454B2 true JPH06100454B2 (en) | 1994-12-12 |
Family
ID=26390405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4997189A Expired - Lifetime JPH06100454B2 (en) | 1988-06-21 | 1989-03-03 | Failure point direction determination device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06100454B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6136331B2 (en) * | 2013-02-13 | 2017-05-31 | 日本電気株式会社 | Leakage vibration detection device and leakage vibration detection method |
| JPWO2017188074A1 (en) * | 2016-04-28 | 2019-03-07 | 日本電気株式会社 | Leakage location analysis system, leak location analysis method, leak location analysis device, and computer program |
-
1989
- 1989-03-03 JP JP4997189A patent/JPH06100454B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0216406A (en) | 1990-01-19 |
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