JP2009053041A - Instrumentation managing method for link-type displacement gauge - Google Patents

Instrumentation managing method for link-type displacement gauge Download PDF

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JP2009053041A
JP2009053041A JP2007220054A JP2007220054A JP2009053041A JP 2009053041 A JP2009053041 A JP 2009053041A JP 2007220054 A JP2007220054 A JP 2007220054A JP 2007220054 A JP2007220054 A JP 2007220054A JP 2009053041 A JP2009053041 A JP 2009053041A
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type displacement
link
displacement meter
link type
failure
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JP4671994B2 (en
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Takeshi Tsuyoshi
毅 津吉
Kiyoshi Kuwabara
清 桑原
Junya Totsuka
淳也 戸塚
Masaharu Saito
雅春 齋藤
Shigeru Matsuoka
茂 松岡
Tatsuji Nagao
達児 長尾
Shigetsugu Takeda
茂嗣 竹田
Tatsushi Ootanaka
達志 大田中
Yuichi Nagano
雄一 永野
Yasuhiro Deguchi
泰弘 出口
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TOKYO KEISOKU KK
East Japan Railway Co
Tekken Corp
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TOKYO KEISOKU KK
East Japan Railway Co
Tekken Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an instrumentation managing method for a link-type displacement gauge, with which troubles or failures of one measuring instrument is sensed rapidly and accurately. <P>SOLUTION: A plurality of link type displacement gauges 19 are arranged so as to be connected with another at an object to be measured or its close position. The link-type displacement gauge 19 includes a tube body 21 displaceable in response to a changed state of the object to be measured; a displacement-detecting member 23 arranged in the tube body 21 so as to be movable along with the tube body 21; and a measuring means 34, capable of measuring a displacement of the displacement detecting member 23 and outputting the measurement data to an arithmetic unit 45. The instrumentation managing method is used for the link-type displacement gauge in order to measure the changed state of the object to be measured, by using the plurality of link-type displacement gauges 19. When an apparent angle output is generated by one link-type displacement gauge 19, the trouble or the failure of the one link-type displacement gauge 19 is sensed, based on whether apparent angle output is generated by the link-type displacement gauges 19 that are arranged on the both sides of the one link-type displacement gauge 19. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、例えば軌道変状監視システムに好適で、一の計測器の不具合や故障を迅速かつ正確に検知し、その見掛け上の計測デ−タによる混乱を防止するとともに、不具合や故障を検知した計測器の計測デ−タの補間値を迅速かつ正確に得られ、当該計測器が復旧するまでの間、実際に被計測対象に変状が発生した場合にも対処できるようにして、信頼性の高い計測管理を実現でき、列車運行の安全性を確保し得るようにした、リンク型変位計の計測管理方法に関する。   The present invention is suitable, for example, for an orbital deformation monitoring system, which detects a failure or failure of a single measuring instrument quickly and accurately, prevents confusion due to its apparent measurement data, and detects a failure or failure. The interpolated value of the measurement data of the measured instrument can be obtained quickly and accurately, and it is possible to deal with the case where the actual measurement object is deformed until the instrument is restored. The present invention relates to a measurement management method for a link-type displacement meter that can realize highly reliable measurement management and ensure the safety of train operation.

鉄道路線下のアンダ−パス工事や近接工事等での地盤の変状を、長いスパンに亘って計測できるものとして、リンク型変位計が知られている。
出願人は、このリンク型変位計について種々提案している。
例えばリンク型変位計の一形態として、支持枠と、該支持枠の両端部に互いに直交方向に折曲可能に連結した一対のセンサーフレームと、該センサーフレームの内部に該フレームと同動可能に収容した変位検出部材とを備え、この変位計を管状の外枠内に収容し、該外枠を被計測対象である地盤上に設置したものがある(例えば、特許文献1参照)。
A link-type displacement meter is known as a device capable of measuring the deformation of the ground in an underpass construction or a proximity construction under a railway line over a long span.
The applicant has proposed various types of the link type displacement meter.
For example, as one form of a link type displacement meter, a support frame, a pair of sensor frames connected to both ends of the support frame so as to be able to bend each other in an orthogonal direction, and the frame can be moved inside the sensor frame There is a displacement detection member that is housed, the displacement meter is housed in a tubular outer frame, and the outer frame is placed on the ground to be measured (for example, see Patent Document 1).

そして、前記支持枠の周面に略く字形状の板バネと屈曲片を取り付け、それらの端部にロ−ラを取り付け、該ローラを外枠の内面に係合可能に配置する一方、前記屈曲片のローラを支点に前記センサーフレームを折曲可能にし、該フレームの折曲変位を変位検出部材で検出し、その水平および垂直方向の折曲変位をコンピュータに入力し、地盤の変状をリアルタイムで監視していた。   Then, a substantially U-shaped leaf spring and a bent piece are attached to the peripheral surface of the support frame, a roller is attached to the end portion thereof, and the roller is disposed so as to be engageable with the inner surface of the outer frame, The sensor frame can be bent using the roller of the bent piece as a fulcrum, the bending displacement of the frame is detected by a displacement detection member, and the horizontal and vertical bending displacements are input to a computer to deform the ground. I was monitoring in real time.

また、リンク型変位計の他の形態として、第1および第2筒体の対向端部を、コマを介して上下方向または水平方向に回動可能に連結し、前記コマに単体で水平および垂直方向の二方向を変位可能な棒状のバネ材を嵌挿し、その基端部を第1筒体内に支持し、その他端部を第2筒体内に摺動可能に支持し、前記バネ材の一部に小径部を設け、該小径部に歪ゲージを取り付け、小径部の上下方向または水平方向の変位を歪ゲージで検出し、前記変位を電気的に変換してコンピュータへ入力し、被計測対象の変状を監視するようにしたものがある(例えば、特許文献2参照)。   As another form of the link-type displacement meter, the opposed end portions of the first and second cylinders are connected so as to be pivotable in the vertical direction or the horizontal direction via a piece, and the piece is horizontally and vertically alone. A rod-shaped spring material that can be displaced in two directions is inserted, its base end is supported in the first cylinder, and the other end is slidably supported in the second cylinder. A small-diameter part is provided in the part, a strain gauge is attached to the small-diameter part, the displacement in the vertical direction or horizontal direction of the small-diameter part is detected by the strain gauge, and the displacement is electrically converted and input to a computer to be measured. There is an apparatus that monitors the deformation of (see, for example, Patent Document 2).

このようなリンク型変位計を、例えば鉄道車両の軌道に設置した場合、工事等で軌道が変状すると、列車運行の安全を確保するため、直ちに列車を徐行または停止する必要がある。
しかし、前記リンク型変位計は精密な計測器であり、前記軌道は列車の振動を直接受けるため、不具合ないし故障は避けられず、またその時期も予測できない。
When such a link-type displacement meter is installed on a track of a railway vehicle, for example, if the track is deformed due to construction or the like, it is necessary to decelerate or stop the train immediately to ensure the safety of the train operation.
However, the link-type displacement meter is a precise measuring instrument, and the track is directly subjected to train vibrations. Therefore, problems and failures are unavoidable and the timing cannot be predicted.

そして、リンク型変位計が不具合になると、軌道の変状の場合の出力と異なり、有意ではない見掛け上の計測デ−タが出力されるため、従来の軌道変状監視システムでは、軌道に変状が生じたものと誤認して異常警報を出力し、直ちに列車を徐行または停止させてしまい、列車の運行を混乱させてしまう、という問題があった。   If a link type displacement meter becomes defective, unlike the output in the case of a trajectory change, apparent measurement data that is not significant is output. There was a problem that it was mistaken that the situation occurred and an abnormal alarm was output, and the train was slowed down or stopped immediately, which disrupted the operation of the train.

このため、計測器の不具合や故障を検知し、前記不具合や故障による誤報に基づく列車の徐行または停止処理を未然に防止するとともに、前記不具合が発生した時でも、計測器が復旧するまでの間、実際に変状が発生した場合にも対処でき、列車運行の安全を確保できるような、的確な計測監理を実行可能な軌道変状監視システムの開発が予ねてより望まれていた。   For this reason, it is possible to detect a malfunction or failure of the measuring instrument, prevent a slow train or stop processing of the train based on the false alarm due to the malfunction or malfunction, and to recover the measuring instrument even when the malfunction occurs. In addition, there has been a demand for the development of a track deformation monitoring system capable of coping with the occurrence of actual deformation and ensuring the safety of train operation and capable of performing accurate measurement and control.

特開2000−155020号公報JP 2000-155020 A 特許第3612587号公報Japanese Patent No. 3612587

本発明はこのような問題を解決し、例えば軌道変状監視システムに好適で、一の計測器の不具合や故障を迅速かつ正確に検知し、その見掛け上の計測デ−タによる混乱を防止するとともに、不具合や故障を検知した計測器の計測デ−タの補間値を迅速かつ正確に得られ、当該計測器が復旧するまでの間、実際に被計測対象に変状が発生した場合にも対処できるようにして、信頼性の高い計測管理を実現でき、列車運行の安全性を確保し得るようにした、リンク型変位計の計測管理方法を提供することを目的とする。   The present invention solves such a problem, and is suitable for, for example, an orbital deformation monitoring system. It detects a malfunction or failure of one measuring instrument quickly and accurately, and prevents confusion due to its apparent measurement data. At the same time, even when the measurement data of the measuring instrument that detects the failure or failure can be obtained quickly and accurately, and the actual measurement object is deformed until the measuring instrument is restored, An object of the present invention is to provide a link type displacement meter measurement management method which can cope with the problem and realize highly reliable measurement management and ensure the safety of train operation.

請求項1の発明は、被計測対象またはその近接位置に複数のリンク型変位計を接続して設置し、前記リンク型変位計は、被計測対象の変状に応答して変位可能な筒体と、該筒体の内部に該筒体と同動可能に配置した変位検出部材と、該変位検出部材の変位を計測し、その計測デ−タを演算装置へ出力可能な計測手段とを備え、前記複数のリンク型変位計により被計測対象の変状を計測するリンク型変位計の計測管理方法において、前記一のリンク型変位計に見掛け上の角度出力が発生した際、該リンク型変位計の両側に配置したリンク型変位計の見掛け上の角度出力の発生の有無を基に、前記一のリンク型変位計の不具合ないし故障を検知するようにして、リンク型変位計の不具合ないし故障を迅速かつ正確に検知し、該リンク型変位計の有意ではない見掛け上の計測デ−タによる混乱を防止し、計測管理と計測デ−タの信頼性を得られるようにしている。   According to the first aspect of the present invention, a plurality of link-type displacement meters are connected and installed at the measurement target or in the vicinity thereof, and the link-type displacement meter is displaceable in response to the deformation of the measurement target. And a displacement detection member disposed inside the cylinder so as to be movable together with the cylinder, and a measuring means capable of measuring the displacement of the displacement detection member and outputting the measurement data to an arithmetic unit. In the measurement management method of the link displacement meter that measures the deformation of the measurement target using the plurality of link displacement meters, when the apparent angular output is generated in the one link displacement meter, the link displacement Based on the presence or absence of the apparent angular output of the link type displacement meter placed on both sides of the meter, the failure or failure of the link type displacement meter is detected by detecting the failure or failure of the one link type displacement meter. Is detected quickly and accurately, and the presence of the link-type displacement meter To prevent confusion by data, measurement management and measuring de - - Measurement de apparent not have to obtain the reliability of the data.

請求項2の発明は、前記両側に配置したリンク型変位計の見掛け上の角度出力の発生が無いとき、前記一のリンク型変位計の不具合ないし故障を検知するようにして、リンク型変位計の不具合ないし故障を迅速かつ正確に検知するようにしている。
請求項3の発明は、前記リンク型変位計は、一のリンク型変位計に単一または複数の変位検出部材を備え、多様なリンク型変位計に対し信頼性の高い計測管理を実行可能にしている。
According to a second aspect of the present invention, when there is no apparent angle output of the link type displacement gauges arranged on both sides, a fault or failure of the one link type displacement gauge is detected, and the link type displacement gauge is detected. It is intended to detect problems and failures of the product quickly and accurately.
According to a third aspect of the present invention, in the link type displacement meter, one link type displacement meter is provided with a single or a plurality of displacement detection members, so that highly reliable measurement management can be executed for various link type displacement meters. ing.

請求項4の発明は、被計測対象またはその近接位置に複数のリンク型変位計を接続して設置し、前記リンク型変位計は、被計測対象の変状に応答して変位可能な筒体と、該筒体の内部に該筒体と同動可能に配置した変位検出部材と、該変位検出部材の変位を計測し、その計測データを演算装置へ出力可能な計測手段とを備え、前記複数のリンク型変位計により被計測対象の変状を計測するリンク型変位計の計測管理方法において、前記一のリンク型変位計に見掛け上の角度出力が発生した際、該リンク型変位計の両側に配置したリンク型変位計の見掛け上の角度出力の発生の有無を基に、前記一のリンク型変位計の不具合ないし故障を検知するとともに、前記不具合ないし故障を検知したリンク型変位計の折曲ないし回動角度の補間値を、他のリンク型変位計の折曲ないし回動角度の計測データを基に演算するようにして、リンク型変位計の不具合ないし故障を迅速かつ正確に検知し、該リンク型変位計の有意ではない見掛け上の計測データによる混乱を防止し、計測データの信頼性を得られるとともに、不具合ないし故障を検知したリンク型変位計の計測データの補間値を迅速に得られ、当該リンク型変位計が復旧するまでの間、実際に被計測対象に変状が発生した場合にも対応可能にし、信頼性の高い計測管理を行えるから、例えば軌道変状監視システムに好適で、列車運行の安全を確保し得るようにしている。   According to a fourth aspect of the present invention, a plurality of link-type displacement meters are connected and installed at a measurement target or a proximity position thereof, and the link-type displacement meter is displaceable in response to deformation of the measurement target. And a displacement detection member disposed inside the cylinder so as to be movable together with the cylinder, and a measuring means capable of measuring the displacement of the displacement detection member and outputting the measurement data to an arithmetic device, In the measurement management method of a link displacement meter that measures the deformation of a measurement target by a plurality of link displacement meters, when an apparent angle output is generated in the one link displacement meter, the link displacement meter Based on the presence or absence of the occurrence of an apparent angle output of the link type displacement meter arranged on both sides, the link type displacement meter that detects the failure or the failure of the one link type displacement meter and detects the failure or the failure Interpolation value of bending or turning angle, etc. By calculating based on the measurement data of the bending or turning angle of the link type displacement meter, it is possible to quickly and accurately detect the malfunction or failure of the link type displacement meter, and the non-significant appearance of the link type displacement meter. Until the link type displacement meter is restored, the measurement data reliability can be obtained and the measured data reliability can be obtained. During this period, it is possible to cope with any actual occurrence of deformation in the measurement target and perform highly reliable measurement management. For example, it is suitable for a track deformation monitoring system and can ensure the safety of train operation. I have to.

請求項5の発明は、前記不具合ないし故障を検知したリンク型変位計の折曲ないし回動角度の補間値を、当該リンク型変位計を除く他のリンク型変位計の折曲ないし回動角度の和を演算して求めるようにして、不具合ないし故障を検知したリンク型変位計の計測データの補間値を迅速かつ正確に得られるようにしている。
請求項6の発明は、前記演算値を、不具合ないし故障を検知したリンク型変位計の折曲ないし回動角度の補間値として前記演算装置へ出力するようにして、信頼性の高い計測管理を行えるようにている。
請求項7の発明は、前記リンク型変位計は、一のリンク型変位計に単一または複数の変位検出部材を備えるようにして、多様なリンク型変位計に対し信頼性の高い計測管理を実行可能にしている。
The invention according to claim 5 is the bending or turning angle of a link type displacement meter other than the link type displacement meter, wherein an interpolated value of the bending type or turning angle of the link type displacement meter that has detected the malfunction or failure. As a result, the interpolated value of the measurement data of the link type displacement meter in which a defect or failure is detected can be obtained quickly and accurately.
According to a sixth aspect of the invention, the calculation value is output to the calculation device as an interpolated value of a bending or rotation angle of a link type displacement meter in which a malfunction or failure is detected, so that highly reliable measurement management is possible. I can do it.
According to a seventh aspect of the present invention, the link type displacement meter is provided with a single or a plurality of displacement detection members in one link type displacement meter, so that highly reliable measurement management can be performed for various link type displacement meters. Make it executable.

請求項1の発明は、一のリンク型変位計に見掛け上の角度出力が発生した際、該リンク型変位計の両側に隣接して配置したリンク型変位計の見掛け上の角度出力の発生の有無を基に、前記一のリンク型変位計の不具合ないし故障を検知するから、リンク型変位計の不具合ないし故障を迅速かつ正確に検知でき、該リンク型変位計の有意ではない見掛け上の計測デ−タによる混乱を防止し、計測データと計測管理の信頼性を得られる効果がある。
請求項2の発明は、前記両側に配置したリンク型変位計の見掛け上の角度出力の発生が無いとき、前記一のリンク型変位計の不具合ないし故障を検知するから、リンク型変位計の不具合ないし故障を迅速かつ正確に検知することができる。
請求項3の発明は、前記リンク型変位計は、一のリンク型変位計に単一または複数の変位検出部材を備えるから、多様なリンク型変位計に対し信頼性の高い計測管理を実行可能にしている。
According to the first aspect of the present invention, when an apparent angle output is generated in one link type displacement meter, an apparent angle output of the link type displacement meter arranged adjacent to both sides of the link type displacement meter is generated. Based on the presence / absence, the fault or failure of the one link type displacement meter is detected, so that the fault or failure of the link type displacement meter can be detected quickly and accurately, and the non-significant apparent measurement of the link type displacement meter. There is an effect of preventing confusion caused by data and obtaining reliability of measurement data and measurement management.
Since the invention according to claim 2 detects a failure or failure of the one link type displacement meter when there is no apparent angle output of the link type displacement meter disposed on both sides, the failure of the link type displacement meter It is also possible to detect a failure quickly and accurately.
According to the invention of claim 3, since the link type displacement meter is provided with a single or a plurality of displacement detection members in one link type displacement meter, highly reliable measurement management can be executed for various link type displacement meters. I have to.

請求項4の発明は、一のリンク型変位計に見掛け上の角度出力が発生した際、該リンク型変位計の両側に配置したリンク型変位計の見掛け上の角度出力の発生の有無を基に、前記一のリンク型変位計の不具合ないし故障を検知するとともに、前記不具合ないし故障を検知したリンク型変位計の折曲ないし回動角度の補間値を、他のリンク型変位計の折曲ないし回動角度の計測データを基に演算するから、リンク型変位計の不具合ないし故障を迅速かつ正確に検知し、該リンク型変位計の有意ではない見掛け上の計測データによる混乱を防止し、計測データの信頼性を得られるとともに、不具合ないし故障を検知したリンク型変位計の計測データの補間値を迅速に得られ、当該リンク型変位計が復旧するまでの間、実際に被計測対象に変状が発生した場合にも対応可能にして、信頼性の高い計測管理を行えるから、例えば軌道変状監視システムに好適で、列車運行の安全を確保し得る効果がある。   According to the invention of claim 4, when an apparent angle output is generated in one link type displacement meter, the presence or absence of the apparent angle output of the link type displacement meter arranged on both sides of the link type displacement meter is determined. In addition, a failure or failure of the one link type displacement meter is detected, and the bending or rotation angle of the link type displacement meter that has detected the failure or failure is used as the bending value of another link type displacement meter. Since it calculates based on the measurement data of the rotation angle, it detects the malfunction or failure of the link type displacement meter quickly and accurately, prevents confusion due to the insignificant apparent measurement data of the link type displacement meter, In addition to obtaining reliability of measurement data, it is possible to quickly obtain an interpolated value of measurement data of a link type displacement meter that has detected a defect or failure, and to actually measure it until the link type displacement meter recovers. Deformed And also can cope when, because perform a reliable measurement management, for example suitable track Deformation monitoring system, there is an effect capable of ensuring the safety of the train operation.

請求項5の発明は、前記不具合ないし故障を検知したリンク型変位計の折曲ないし回動角度の補間値を、当該リンク型変位計を除く他のリンク型変位計の折曲ないし回動角度の和を演算して求めるから、不具合ないし故障を検知したリンク型変位計の計測データの補間値を迅速かつ正確に得られる効果がある。
請求項6の発明は、前記演算値を、不具合ないし故障を検知したリンク型変位計の折曲ないし回動角度の補間値として前記演算装置へ出力するから、信頼性の高い計測管理を行なうことができる。
請求項7の発明は、前記リンク型変位計は、一のリンク型変位計に単一または複数の変位検出部材を備えるから、多様なリンク型変位計に対し信頼性の高い計測管理を実行することができる。
The invention according to claim 5 is the bending or turning angle of a link type displacement meter other than the link type displacement meter, wherein an interpolated value of the bending type or turning angle of the link type displacement meter in which the malfunction or failure is detected. Therefore, there is an effect that the interpolated value of the measurement data of the link type displacement meter in which a defect or failure is detected can be obtained quickly and accurately.
The invention according to claim 6 outputs the calculation value to the calculation device as an interpolated value of a bending or rotation angle of a link type displacement meter in which a malfunction or failure is detected, so that highly reliable measurement management is performed. Can do.
In the invention according to claim 7, since the link displacement meter includes a single or a plurality of displacement detection members in one link displacement meter, highly reliable measurement management is executed for various link displacement meters. be able to.

以下、本発明を軌道の変状監視システムに適用した図示の実施形態について説明すると、図1乃至図10において1は被計測対象である路盤ないし地盤で、該路盤1上に枕木2が敷設され、該枕木2に固定板3を介してレール4が敷設されている。   1 to 10, reference numeral 1 denotes a roadbed or ground to be measured, and a sleeper 2 is laid on the roadbed 1. In the embodiment shown in FIG. A rail 4 is laid on the sleeper 2 via a fixing plate 3.

前記枕木2の一端に上下一対の略U字形状の固定金具5,6が、Uボルト7およびナット8を介して取り付けられ、この上側の固定金具6にリンクケ−ス取付金具9が突設されている。図中、10,11は枕木2の上下面と固定金具5,6との間に介挿した防振ゴムである。   A pair of upper and lower U-shaped fixing brackets 5 and 6 are attached to one end of the sleeper 2 via U bolts 7 and nuts 8, and a link case mounting bracket 9 is projected from the upper fixing bracket 6. ing. In the figure, reference numerals 10 and 11 denote anti-vibration rubbers interposed between the upper and lower surfaces of the sleepers 2 and the fixing brackets 5 and 6.

前記リンクケ−ス取付金具9に、防振ゴム12を介して矩形管状のリンクケ−ス13が収容されている。
前記リンクケ−ス13上に略U字形状の固定金具14が掛け渡され、その両端部に固定ボルト15を挿通し、これに防振ゴム16を介してナット17をねじ込み、前記リンクケ−ス13を固定している。
A rectangular tubular link case 13 is accommodated in the link case fitting 9 via a vibration-proof rubber 12.
A substantially U-shaped fixing bracket 14 is stretched over the link case 13, and fixing bolts 15 are inserted into both ends thereof, and nuts 17 are screwed into the link case 13 via vibration-proof rubbers 16. Is fixed.

前記リンクケ−ス13は方形管状に形成され、これはステンレス鋼板を略L字形状に屈曲した二つのケースピース13a,13bからなり、これらの両端部をボルト18で締め付けて組み付けられ、リンクケ−ス13の内側の中央にリンク型変位計19を収容している。   The link case 13 is formed in a rectangular tube shape, which is composed of two case pieces 13a and 13b obtained by bending a stainless steel plate into a substantially L shape, and these ends are fastened with bolts 18 and assembled. A link type displacement meter 19 is accommodated in the center of the inside 13.

前記リンク型変位計19は、第1の筒体20と、該筒体20に隣接して同軸上に配置された第2の筒体21と、これら第1および第2の筒体20,21の接続端部の内側に配置されたコマ状の継手22と、該継手22に一端を嵌挿し他端を摺動可能に支持された変位検出部材23とからなり、これら第1および第2の筒体20,21の他端部に同形の矩形管状のリンクパイプ24,25を接続している。   The link-type displacement meter 19 includes a first cylinder 20, a second cylinder 21 disposed coaxially adjacent to the cylinder 20, and the first and second cylinders 20, 21. And a displacement detecting member 23 which is inserted into the joint 22 and is supported so that the other end is slidable. The first and second components are connected to each other. The same shaped rectangular tubular link pipes 24 and 25 are connected to the other ends of the cylinders 20 and 21.

このうち、第1の筒体20は矩形管状に構成され、その一端に一対の突片20aが対向して形成され、また第2の筒体21は第1の筒体20と同形断面で長尺に構成され、その一端に一対の突片21aが対向して形成されていて、これらの突片20a,21aにピン孔(図示略)が形成されている。
そして、これらの突片20a,21aを互いに直交方向に配置して噛み合わせ、この突片20a,21a間に前記継手22を配置している。
Among these, the 1st cylinder 20 is comprised by the rectangular tube shape, and a pair of protrusion piece 20a is formed in the one end, and the 2nd cylinder 21 is the same cylinder as the 1st cylinder 20, and is long in a cross section. A pair of projecting pieces 21a are formed to face each other at one end thereof, and pin holes (not shown) are formed in these projecting pieces 20a and 21a.
And these protrusions 20a and 21a are mutually arrange | positioned in the orthogonal direction, it meshes | engages, and the said coupling 22 is arrange | positioned between these protrusions 20a and 21a.

前記継手22に変位検出部材23を挿入可能な貫通孔(図示略)が形成され、その周囲の等角度位置に前記貫通孔に連通するピン孔(図示略)が形成され、これらのピン孔に前記突片のピン孔からピン27〜30が挿入され、これらのピン27〜30を中心に継手22を水平および垂直に回動自在に支持している。   Through holes (not shown) into which the displacement detecting member 23 can be inserted are formed in the joint 22, and pin holes (not shown) communicating with the through holes are formed at equiangular positions around the through holes. Pins 27 to 30 are inserted from the pin holes of the projecting pieces, and the joint 22 is supported horizontally and vertically so as to be rotatable around these pins 27 to 30.

前記変位検出部材23は可撓性を有する部材で構成され、その長さは第2の筒体21と略同長に形成され、その基端部が前記貫通孔を貫通して第1の筒体20側に突出し、その突出部周面にビス等の支持部材31の端部を係合して支持している。
前記変位検出部材23の他端部は第2の筒体21の端部側に配置され、該検出部材23の他端部が管状のガイドホルダ32に取付けられている。
前記ガイドホルダ32は第2の筒体21の端部側の中央に配置され、その外周面にビス等の複数の支持部材33の端部を係合して支持している。
The displacement detection member 23 is formed of a flexible member, and the length thereof is formed to be approximately the same as that of the second cylinder 21, and the base end portion of the displacement detection member 23 penetrates the through hole to form the first cylinder. It protrudes to the body 20 side, and engages and supports the end of a support member 31 such as a screw on the peripheral surface of the protrusion.
The other end of the displacement detection member 23 is disposed on the end side of the second cylinder 21, and the other end of the detection member 23 is attached to a tubular guide holder 32.
The guide holder 32 is disposed at the center on the end side of the second cylindrical body 21 and engages and supports the ends of a plurality of support members 33 such as screws on the outer peripheral surface thereof.

前記変位検出部材23の継手22側に縮径部23aが設けられ、該縮径部23aの周面に複数の歪ゲージ34が設置され、縮径部23aの水平または垂直変位を歪量として検出し、これを電気的に変換して、その検出信号を軌道変状監視室に設置した演算装置である、パーソナルコンピュータ45へ入力可能にしている。図中、35は前記縮径部23aの周面に被着したゴム管等のチューブカバーである。   A reduced diameter portion 23a is provided on the joint 22 side of the displacement detecting member 23, and a plurality of strain gauges 34 are installed on the peripheral surface of the reduced diameter portion 23a, and a horizontal or vertical displacement of the reduced diameter portion 23a is detected as a strain amount. Then, this is electrically converted, and the detection signal can be input to the personal computer 45 which is an arithmetic unit installed in the orbital deformation monitoring room. In the figure, reference numeral 35 denotes a tube cover such as a rubber tube attached to the peripheral surface of the reduced diameter portion 23a.

前記パーソナルコンピュータ45は、前記計測デ−タ入力を条件に、予め記憶された記憶情報と後述の演算式に基いて、地盤1ないし枕木2の変状とその変状位置、並びに変状異状の有無、各リンク型変位計19の作動状態の適否、不具合のリンク型変位計19の補間値等を演算し、その演算結果を監視モニタ(図示略)に表示し、プリンタや警報装置へ出力可能にしている。
なお、前記演算結果は、モデム(図示略)を介して関係者への警報情報の伝送や遠隔地からのデータチェックを実行可能にしている。
On the condition that the measurement data is input, the personal computer 45 determines the deformation of the ground 1 or the sleeper 2 and its deformed position, and the deformed abnormality based on stored information stored in advance and an arithmetic expression described later. Presence / absence, appropriateness of operating state of each link type displacement meter 19, interpolation value of defective link type displacement meter 19, etc. are calculated, and the calculation result is displayed on a monitor (not shown) and can be output to a printer or alarm device I have to.
The calculation result can be transmitted through a modem (not shown) to transmit alarm information to a person concerned and check data from a remote location.

前記第1および第2の筒体20,21の他端部は若干縮径され、該縮径部にリンクパイプ24,25の一端が嵌合され、これらをビスを介して連結している。   The other end portions of the first and second cylinders 20 and 21 are slightly reduced in diameter, and one ends of link pipes 24 and 25 are fitted into the reduced diameter portions, and these are connected via screws.

前記リンクパイプ24,25の隣接する二辺に略く字形状の板バネ38,39が取り付けられ、その両端部にローラ40が回転自在に支持され、該ローラ40がリンクケース13の内面に係合可能に配置されている。   Plate springs 38 and 39 having a substantially square shape are attached to two adjacent sides of the link pipes 24 and 25, and rollers 40 are rotatably supported at both ends thereof. The rollers 40 are engaged with the inner surface of the link case 13. Are arranged as possible.

また、前記リンクパイプ24,25の他の二辺にブラケット41,42が取り付けられ、該ブラケット41,42は、図3のようにローラ40,40間の中央位置に配置されていて、該ブラケット41,42の両側にローラ43が回転自在に支持され、これらのローラ43がリンクケース13の内面に係合可能に配置されている。   Further, brackets 41 and 42 are attached to the other two sides of the link pipes 24 and 25, and the brackets 41 and 42 are arranged at the center position between the rollers 40 and 40 as shown in FIG. Rollers 43 are rotatably supported on both sides of 41 and 42, and these rollers 43 are disposed so as to be engageable with the inner surface of the link case 13.

そして、前記ブラケット41に軸支されたローラ43を支点に、第2の筒体21がピン27,28を中心に水平方向に折曲ないし回動可能にされ、他方のブラケット42に軸支されたローラ43を支点に、第2の筒体21がピン29,30を中心に垂直方向に折曲ないし回動可能にされている。   Then, with the roller 43 pivotally supported by the bracket 41 as a fulcrum, the second cylinder 21 can be bent or rotated in the horizontal direction around the pins 27 and 28, and pivotally supported by the other bracket 42. The second cylinder 21 is bent or rotated in the vertical direction around the pins 29 and 30 with the roller 43 as a fulcrum.

この他、図中13c,13dはリンクパイプ21,25の外側に配置したリンクケース13を構成する略L字形断面のリンクピ−スで、それらの接合端部の内面にL字形金具44を配置し、これに一対のボルト18をねじ込んで連結している。   In addition, 13c and 13d in the figure are link pieces having a substantially L-shaped cross section constituting the link case 13 arranged outside the link pipes 21 and 25, and an L-shaped metal fitting 44 is arranged on the inner surface of the joining end portion thereof. A pair of bolts 18 are screwed into this connection.

このように構成したリンク型変位計19を組み立てる場合は、先ず第1および第2の筒体20,21を連結する。
この場合は、第1および第2の筒体20,21の端部の各一対の突片20a,21aを互いに直交して咬合配置し、それらのピン孔にピン27〜30を差込む。
When assembling the link type displacement meter 19 configured in this way, first and second cylinders 20 and 21 are first connected.
In this case, the pair of protruding pieces 20a and 21a at the ends of the first and second cylindrical bodies 20 and 21 are engaged with each other at right angles to each other, and the pins 27 to 30 are inserted into the pin holes.

その際、前記突片20a,21aの間に予め継手22を配置し、そのピン孔に前記ピン27〜30を係合して、継手22を揺動自在に支持し、かつ第1および第2の筒体20,21をピン27〜30を中心に折り曲げないし回動可能に連結する。   At that time, the joint 22 is disposed in advance between the projecting pieces 20a and 21a, the pins 27 to 30 are engaged with the pin holes, and the joint 22 is supported so as to be swingable. The cylindrical bodies 20 and 21 are connected to each other so that they can be bent or rotated around the pins 27 to 30.

そして、前記継手22の貫通孔に変位検出部材23を挿入し、かつこれを貫通して、第2の筒体21の外側に所定長さ突出する。前記変位検出部材23は、縮径部23aに複数の歪ゲージ34を予め設置し、その外側にチューブカバー35を装着して置く。   Then, the displacement detection member 23 is inserted into the through hole of the joint 22, penetrates through the hole, and protrudes to the outside of the second cylinder 21 by a predetermined length. In the displacement detection member 23, a plurality of strain gauges 34 are installed in advance on the reduced diameter portion 23a, and a tube cover 35 is mounted on the outside thereof.

この後、第1の筒体20の周面から複数の支持部材31を挿入し、その軸端部を前記変位検出部材23の突出部に係合し、これを保持するとともに、前記変位検出部材23の他端を、第2の筒体21の他端部の中心軸上に予め取り付けたガイドホルダ32に挿入し、これを摺動可能に支持する。   Thereafter, a plurality of support members 31 are inserted from the peripheral surface of the first cylindrical body 20, and the shaft end portions thereof are engaged with the projecting portions of the displacement detection member 23 to hold them, and the displacement detection members The other end of 23 is inserted into a guide holder 32 attached in advance on the central axis of the other end of the second cylindrical body 21, and this is slidably supported.

次に、第1および第2の筒体20,21の他端部に適宜リンクパイプ24,25を連結し、該リンクパイプ24,25の外周の隣接する二辺に板バネ38,39を取り付け、その両端部にローラ40を回転自在に取り付ける。
また、リンクパイプ24,25の外周の隣接する他の二辺で、前記板バネ38,39の長さ方向の略中央位置にブラケット41,42を取り付け、該ブラケット41,42に各一対のローラ43を取り付ける。
Next, link pipes 24 and 25 are appropriately connected to the other ends of the first and second cylinders 20 and 21, and leaf springs 38 and 39 are attached to two adjacent sides of the outer periphery of the link pipes 24 and 25. The roller 40 is rotatably attached to both ends thereof.
In addition, brackets 41 and 42 are attached to substantially the center positions in the length direction of the leaf springs 38 and 39 on the other two adjacent sides on the outer periphery of the link pipes 24 and 25, and each pair of rollers is attached to the brackets 41 and 42. 43 is attached.

こうして組み立てたリンク型変位計19を設置する場合は、工事影響範囲の外側位置を含む設置スペースに、当該スペース間のレール4に沿って直線上に設置する。
その際、前記工事影響範囲の外側に設置するリンク型変位計19を計測のため不動点とし、したがって前記不動点に設置したリンク型変位計19は、工事によって変状することはない。
When the link type displacement meter 19 assembled in this way is installed, it is installed on a straight line along the rail 4 between the spaces in an installation space including a position outside the construction influence range.
At that time, the link type displacement meter 19 installed outside the construction influence range is set as a fixed point for measurement, and therefore the link type displacement meter 19 installed at the fixed point is not deformed by the construction.

次に、前記リンク型変位計19を設置する場合は、設置スペ−ス間の複数の枕木2の同側端部に、上下一対の固定金具5,6を取り付け、そのリンクケース取付金具9上にリンクケース13を掛け渡し、該リンクケース13を固定金具14を介し、固定ボルト12にナット17をねじ込んで固定する。
こうして固定したリンクケース13に前記リンク型変位計19を挿入し、これを所定位置に配置する。
Next, when the link type displacement meter 19 is installed, a pair of upper and lower fixing brackets 5 and 6 are attached to the same side ends of the plurality of sleepers 2 between the installation spaces, and the link case mounting bracket 9 The link case 13 is stretched over, and the link case 13 is fixed to the fixing bolt 12 by screwing the nut 17 through the fixing metal 14.
The link-type displacement meter 19 is inserted into the link case 13 thus fixed, and is placed at a predetermined position.

その際、板バネ38,39に設けたローラ40と、ブラケット41,42に設けたローラ43とが、リンクケース13の内面を走行して円滑な挿入を促し、また前記板バネ38,39の弾性によって、前記リンク型変位計19がリンクケ−ス13内の略中央位置に付勢される。なお、リンク型変位計19に接続する信号ケーブルは、リンクケース13内の四隅に配置される。   At this time, the roller 40 provided on the plate springs 38 and 39 and the roller 43 provided on the brackets 41 and 42 run on the inner surface of the link case 13 to facilitate smooth insertion. The link type displacement meter 19 is biased to a substantially central position in the link case 13 by elasticity. The signal cables connected to the link type displacement meter 19 are arranged at the four corners in the link case 13.

前記リンクケ−ス6にリンクパイプ24および/または25を含む1台のリンク型変位計19を挿入後、その一端部のリンクパイプ24および/または25、若しくは第1および第2の筒体20,21に、次のリンク型変位計19の第1および第2の筒体20,21またはリンクパイプ24および/または25の一端を連結し、次のリンク型変位計19を継ぎ足して、これを前述と同様にリンクケ−ス13に挿入すれば、一連の設置作業が終了する。   After inserting one link type displacement meter 19 including the link pipe 24 and / or 25 into the link case 6, the link pipe 24 and / or 25 at one end thereof, or the first and second cylinders 20, 21 is connected to one end of the first and second cylinders 20 and 21 or the link pipes 24 and / or 25 of the next link type displacement meter 19, and the next link type displacement meter 19 is added, and this is described above. If it is inserted into the link case 13 in the same manner as described above, a series of installation work is completed.

このように設置したリンク型変位計19において、その設置スペ−ス内の地盤1ないし路盤が上下または左右若しくはその複合方向に変状すると、これに枕木2が同動し、該枕木2上のリンクケ−ス13がこれに同動する。   In the link type displacement meter 19 installed in this way, when the ground 1 or the roadbed in the installation space is deformed in the vertical direction, the horizontal direction, or the combined direction thereof, the sleepers 2 are moved together, and on the sleepers 2 The link case 13 moves with this.

このうち、リンクケ−ス13が上下方向に変位すると、リンクケ−ス13内の水平壁に配置されたブラケット42のロ−ラ43を支点に、各リンク型変位計19の第2の筒体21が固定側の第1の筒体20に対し、板バネ38の弾性に抗してピン29,30を中心に垂直方向に折れ曲がり、これに変位検出部材23が同動して応力ないし歪が形成される。   Among these, when the link case 13 is displaced in the vertical direction, the second cylinder 21 of each link type displacement meter 19 is supported by the roller 43 of the bracket 42 disposed on the horizontal wall in the link case 13. Is bent in the vertical direction around the pins 29 and 30 against the elasticity of the leaf spring 38 with respect to the first cylindrical body 20 on the fixed side, and the displacement detection member 23 moves in conjunction with this to form stress or strain. Is done.

また、リンクケース13が水平方向に変位すると、リンクケース13内の垂直壁に配置されたブラケット41のローラ43を支点に、各リンク型変位計19の第2の筒体21が固定側の第1の筒体20に対し、板バネ38の弾性に抗してピン27,28を中心に水平方向に折れ曲がり、これに変位検出部材23が同動して応力ないし歪が形成される。   When the link case 13 is displaced in the horizontal direction, the second cylinder 21 of each link type displacement meter 19 is fixed on the fixed side with the roller 43 of the bracket 41 disposed on the vertical wall in the link case 13 as a fulcrum. One cylindrical body 20 is bent in the horizontal direction around the pins 27 and 28 against the elasticity of the leaf spring 38, and the displacement detection member 23 moves together with this to form stress or strain.

前記応力ないし歪は、地盤1の変状量ないし第2の筒体21または変位検出部材23の変位に対応して形成され、変位検出部材23の応力が縮径部23aに集中し、その歪量が歪ゲージ34に検出されて電気量に変換され、その検出信号がパーソナルコンピュータ45へ入力される。   The stress or strain is formed corresponding to the deformation amount of the ground 1 or the displacement of the second cylindrical body 21 or the displacement detecting member 23, and the stress of the displacement detecting member 23 is concentrated on the reduced diameter portion 23a. The quantity is detected by the strain gauge 34 and converted into an electric quantity, and the detection signal is input to the personal computer 45.

前記パーソナルコンピュータ45は、前記信号入力を条件に、予め記憶した情報と演算式を基に、地盤1ないし枕木2の変状とその変状位置、並びに変状異状の有無、各リンク型変位計19の作動状態の適否、不具合のリンク型変位計19の補間値等を演算し、その演算結果を監視モニタ(図示略)に表示し、プリンタや警報装置へ出力可能にする。   On the condition of the signal input, the personal computer 45 determines the deformation of the ground 1 or the sleeper 2 and its deformation position, the presence / absence of the deformation abnormality, each link type displacement meter on the basis of previously stored information and arithmetic expressions. 19 calculates the appropriateness of the operating state of 19 and the interpolated value of the defective link type displacement meter 19 and displays the calculation result on a monitor (not shown) so that it can be output to a printer or alarm device.

前記各リンク型変位計19は地盤1ないし枕木2の変状量に相当して垂直または水平方向へ折れ曲がり、その折れ曲がり量ないし折れ曲がり角度は、前記変位検出部材23の変位ないし前記歪量に相当する。
したがって、リンク型変位計19からは、地盤1ないし枕木2の変状量に相当するリンクの折れ曲がり角度が、軌道変状監視室のパーソナルコンピュータ45へ刻々と入力されることとなる。
Each link type displacement meter 19 bends in the vertical or horizontal direction corresponding to the deformation amount of the ground 1 or the sleeper 2, and the amount of bending or the bending angle corresponds to the displacement of the displacement detecting member 23 or the amount of distortion. .
Therefore, a link bending angle corresponding to the deformation amount of the ground 1 or the sleepers 2 is input from the link type displacement meter 19 to the personal computer 45 in the track deformation monitoring room.

このようなリンク型変位計19による変位計測は、通常、数十台のリンク型変位計19をリンクケ−ス13内に接続して行なうため、変状の発生が非常に狭い範囲の場合でも、1台のリンク型変位計19が単独で変形することは無く、数台のリンク型変位計19が関係して変形する。   Since the displacement measurement by the link type displacement meter 19 is usually performed by connecting several tens of link type displacement meters 19 in the link case 13, even when the occurrence of deformation is in a very narrow range, One link type displacement meter 19 is not deformed independently, and several link type displacement meters 19 are deformed in relation to each other.

例えば、不具合の無い5台のリンク型変位計A、B、C、D、Eを接続して変位計測する場合、最外側のリンク型変位計A、Eの端部を不動点とすると、計測対象の軌道ないし路盤1に実変状がないときは、各リンク型変位計A〜Eは何等変位せず、したがって各リンク型変位計A〜Eに折れ曲がり角度の出力がないから、すなわち各リンク型変位計A〜Eの折れ角は零であるから、各リンク型変位計A〜Eは直線状態を維持する。
この場合のリンク型変位計A〜Eの変位パターンの模式図は図6のようである。
For example, when measuring displacement by connecting five link type displacement gauges A, B, C, D, E without any defects, measurement is performed with the end of the outermost link type displacement gauges A, E as a fixed point. When there is no actual deformation in the target track or roadbed 1, each link type displacement meter A to E is not displaced at all, and therefore each link type displacement meter A to E does not output a bending angle, that is, each link. Since the bending angles of the type displacement meters A to E are zero, each link type displacement meter A to E maintains a linear state.
The schematic diagram of the displacement pattern of the link type displacement meters A to E in this case is as shown in FIG.

このような状況の下で、リンク型変位計Cの付近で変状が発生した場合、変状後、リンク型変位計Cと、その両隣のリンク型変位計B、Dが折れ曲がり、折れ曲がり角度の出力が発生する。   Under such circumstances, when a deformation occurs near the link type displacement meter C, after the deformation, the link type displacement meter C and the link type displacement meters B and D on both sides thereof are bent and the bending angle is changed. Output is generated.

すなわち、リンク型変位計Bに∠B、リンク型変位計Cに∠C、リンク型変位計Dに∠Dの折れ曲がり角度の出力がある。この場合のリンク型変位計A〜Eの変位パターンの模式図は図7のようである。
なお、前述のケースは、変状が非常に小さく狭い範囲で発生した場合であり、変状が大きく、かつ広範囲で発生した場合は、変形するリンク型変位計の数も多くなる。
That is, the link-type displacement meter B has an output of a bending angle of ∠B, the link-type displacement meter C has a ∠C, and the link-type displacement meter D has an output of the ∠D. FIG. 7 shows a schematic diagram of the displacement pattern of the link type displacement meters A to E in this case.
The above-described case is a case where the deformation is generated in a very small and narrow range, and when the deformation is large and occurs in a wide range, the number of link type displacement gauges to be deformed increases.

次に、一のリンク型変位計に不具合が発生すると、該リンク型変位計からは、断線による出力零状態や明瞭な異常値の出力と相違し、軌道が変状した場合の出力と区別し難く、有意ではない見掛け上の計測データが出力される。   Next, when a failure occurs in one link type displacement meter, the link type displacement meter is distinguished from the output when the orbit is deformed, which is different from the output zero state due to disconnection or the output of a clear abnormal value. Difficult and insignificant apparent measurement data is output.

この場合のリンク型変位計の変位パターンは、その前提として計測対象のレ−ル4ないし地盤1に実変状がなく、各リンク型変位計A〜Eに不具合がないときは、各リンク型変位計A〜Eに実際の折れ曲がり角度の出力がなく、見掛け上の角度の出力もなく、各リンク型変位計A〜Eは直線状態を維持する。
この場合のリンク型変位計A〜Eの変位パターンの模式図は、図8のようである。
The displacement pattern of the link type displacement meter in this case is based on the assumption that there is no actual deformation in the rail 4 or the ground 1 to be measured, and each link type displacement meter AE has no defect. The displacement gauges A to E have no actual bending angle output and no apparent angle output, and the link type displacement gauges A to E maintain the linear state.
The schematic diagram of the displacement pattern of the link type displacement meters A to E in this case is as shown in FIG.

このような状況の下で、例えばリンク型変位計Cに不具合が発生したときは、不具合の発生したリンク型変位計Cに見掛け上の角度∠Cの出力が発生し、該リンク型変位計Cの両隣の、不具合のないリンク型変位計B,Dには、見掛け上の角度出力は発生しない。
したがって、実変状がなければ、不具合の発生したリンク型変位計Cの両隣には見掛け上の角度出力は発生しない。この場合のリンク型変位計A〜Eの変位パタ−ンの模式図は、図9のようである。
Under such circumstances, for example, when a failure occurs in the link type displacement meter C, an output of an apparent angle ∠C is generated in the link type displacement meter C where the failure occurs, and the link type displacement meter C No apparent angular output is generated in the link type displacement gauges B and D which are adjacent to each other and have no defects.
Therefore, if there is no actual deformation, an apparent angle output is not generated on both sides of the link type displacement meter C where the failure has occurred. A schematic diagram of the displacement patterns of the link type displacement meters A to E in this case is as shown in FIG.

このようにリンク型変位計の不具合ないし故障の検知は、任意の計測点で計測値が異常出力したとき、その異常出力したリンク型変位計の両隣のリンク型変位計に出力変化がない場合に、その異常出力したリンク型変位計を、不具合ないし故障と判断する。   In this way, when a measurement value is output abnormally at an arbitrary measurement point, the link type displacement meter is detected when there is no change in the output of the link type displacement meter adjacent to the link type displacement meter that output the error. The link type displacement meter that has output the abnormality is determined to be a malfunction or failure.

このようなリンク型変位計の不具合ないし故障と変位パターンを基に、不具合の発生したリンク型変位計の計測データを補間する。
すなわち、この場合は、不具合の発生したリンク型変位計の計測データを実際に計測したように見せ掛け、当該計測データを出力表示して補間する。
Based on such a fault or failure of the link type displacement meter and the displacement pattern, the measurement data of the link type displacement meter in which the fault has occurred is interpolated.
In other words, in this case, the measurement data of the link type displacement meter in which the malfunction has occurred is presumed to be actually measured, and the measurement data is output and displayed for interpolation.

各リンク型変位計A〜Eは、第1および第2の筒体20,21と、両側のリンクパイプ24,25を直線状に接続して設置され、一側線上に設置した両端部のリンク型変位計が不動点として角度出力が零であれば、一側線上に設置した全てのリンク型変位計の角度出力の総和は、リンク型変位計の構造上、零になる。   Each of the link type displacement meters A to E is installed by connecting the first and second cylinders 20 and 21 and the link pipes 24 and 25 on both sides in a straight line, and links on both ends installed on one side line. If the type displacement meter is a fixed point and the angle output is zero, the sum of the angle outputs of all link type displacement meters installed on one side line is zero because of the structure of the link type displacement meter.

これを踏まえて、一側線上に設置した複数のリンク型変位計A〜Gのうち、一のリンク型変位計Dが変状した場合は、図10の模式図で示すように、A〜BおよびF〜G間の角度出力が零の場合、∠B+∠C+(−∠D)+∠E+∠F=0になる。   Based on this, when one link type displacement meter D is deformed among a plurality of link type displacement meters A to G installed on one side line, as shown in the schematic diagram of FIG. When the angle output between F and G is zero, ∠B + ∠C + (− ∠D) + ∠E + ∠F = 0.

そこで、今、リンク型変位計A〜Gのうち、一のリンク型変位計Dに不具合が発生した場合は、該リンク型変位計D以外の角度出力値の総和を求め、その符号を逆にすれば、不具合が発生したリンク型変位計Dの角度出力値になる。
すなわち、図10の場合、リンク型変位計Dの補間値は、∠D=−(∠B+∠C+∠E+∠F)として求めることができる。
Therefore, when a failure occurs in one link type displacement meter D among the link type displacement meters A to G, the sum of angle output values other than the link type displacement meter D is obtained, and the sign is reversed. If it does, it will become an angle output value of the link type displacement meter D in which the malfunction occurred.
That is, in the case of FIG. 10, the interpolated value of the link displacement meter D can be obtained as ∠D = − (∠B + ∠C + ∠E + ∠F).

したがって、リンク型変位計A〜Gを計測管理する際、仮に一のリンク型変位計に不具合が発生し、見掛け上の計測デ−タが出力された場合でも、その両隣のリンク型変位計に見掛け上の計測デ−タが出力されないときは、当該リンク型変位計に不具合が発生したと判断する。
そして、当該リンク型変位計を除く各リンク型変位計の角度出力の総和を求め、これに異符号を付すことで、不具合が発生したリンク型変位計の角度出力の補間値を得られる。
Therefore, when link type displacement gauges A to G are measured and managed, even if a fault occurs in one link type displacement gauge and apparent measurement data is output, the link type displacement gauges on both sides thereof are not connected. When apparent measurement data is not output, it is determined that a failure has occurred in the link type displacement meter.
Then, the sum of the angle outputs of each link type displacement meter excluding the link type displacement meter is obtained, and by attaching an opposite sign to this, an interpolated value of the angle output of the link type displacement meter in which a problem has occurred can be obtained.

したがって、前記パーソナルコンピュータ45の記憶情報に、リンク型変位計の折れ曲がり角度に関する基本的な演算式、リンク型変位計の不具合の有無を判断する前述の演算式と、当該リンク型変位計が不具合である場合の補間値の演算式と、を記憶させて置けば、リンク型変位計の不具合を迅速かつ正確に検知でき、その位置を知り得るから、修理やメンテナンスに容易に応じられる。   Therefore, the stored information of the personal computer 45 includes a basic arithmetic expression relating to the bending angle of the link type displacement meter, the above-described arithmetic expression for determining whether or not the link type displacement meter is defective, and the link type displacement meter. If the calculation formula of the interpolation value in a certain case is stored, the malfunction of the link type displacement meter can be detected quickly and accurately, and its position can be known, so that repair and maintenance can be easily accommodated.

また、不具合が発生したリンク型変位計の計測デ−タの補間値を合理的かつ迅速に得られるから、見掛け上の計測デ−タによる列車の徐行または停止措置を未然に防止できるとともに、前記不具合が発生したリンク型変位計が復旧するまでの間、実際に変状が発生した場合にも対処でき、列車運行の安全を確保することができる。   Further, since the interpolated value of the measurement data of the link type displacement meter in which a failure has occurred can be obtained reasonably and quickly, it is possible to prevent the train from slowing down or stopping due to the apparent measurement data, and Until the link-type displacement meter where the malfunction occurred is restored, it is possible to cope with the actual occurrence of deformation, and to ensure the safety of train operation.

なお、前述の実施形態は一のリンク型変位計17に単一の変位検出部材23を設け、該検出部材23に水平および垂直方向の変位量を計測させているが、一のリンク型変位計17に一対の変位検出部材を設け、これらに水平方向または垂直方向の変位量を計測させる形式ものにも、本発明を適用することができる。   In the above-described embodiment, a single displacement type displacement meter 17 is provided with a single displacement detection member 23, and the detection member 23 measures the amount of displacement in the horizontal and vertical directions. The present invention can also be applied to a type in which a pair of displacement detection members is provided in 17 and the amount of displacement in the horizontal direction or the vertical direction is measured by these members.

このように本発明のリンク型変位計の計測管理方法は、一の計測器の不具合や故障を迅速かつ正確に検知し、その見掛け上の計測デ−タによる混乱を防止するとともに、不具合や故障を検知した計測器の計測デ−タの補間値を迅速かつ正確に得られ、当該計測器が復旧するまでの間、実際に被計測対象に変状が発生した場合にも対処できるようにして、信頼性の高い計測管理を実現できるから、例えば軌道変状監視システムに好適で、列車運行の安全性を確保し得る。   As described above, the measurement management method of the link type displacement meter according to the present invention can quickly and accurately detect a failure or failure of one measuring instrument, prevent confusion due to its apparent measurement data, and prevent the failure or failure. The interpolated value of the measurement data of the measuring instrument that detected the error can be obtained quickly and accurately, and even if the measurement target actually changes until the measuring instrument recovers, Since it is possible to realize highly reliable measurement management, for example, it is suitable for a track deformation monitoring system, and the safety of train operation can be ensured.

本発明に適用したリンク型変位計を枕木に設置した状況を示す断面図であるIt is sectional drawing which shows the condition which installed the link type displacement meter applied to this invention in the sleeper. 図1のA−A線に沿う断面図である。It is sectional drawing which follows the AA line of FIG. 本発明に適用したリンク型変位計を拡大して示す横断面図である。It is a cross-sectional view which expands and shows the link-type displacement meter applied to this invention. 図3のB−B線に沿う拡大断面図である。It is an expanded sectional view which follows the BB line of FIG. 図3のC−C線に沿う拡大断面図である。It is an expanded sectional view which follows the CC line of FIG.

本発明に適用したリンク型変位計の実変状前の変位パタ−ンを示す模式図である。It is a schematic diagram which shows the displacement pattern before the actual deformation of the link type displacement meter applied to this invention. 本発明に適用したリンク型変位計の実変状後の変位パタ−ンを示す模式図である。It is a schematic diagram which shows the displacement pattern after the actual deformation | transformation of the link type displacement meter applied to this invention. 本発明に適用したリンク型変位計の不具合発生前で実変状前の、変位パタ−ンを示す模式図である。It is a schematic diagram which shows the displacement pattern before actual deformation | transformation before the malfunction generation of the link type displacement meter applied to this invention.

本発明に適用したリンク型変位計Cの不具合発生後で実変状前の、変位パタ−ンを示す模式図である。It is a schematic diagram which shows the displacement pattern after the malfunction occurrence of the link type displacement meter C applied to this invention and before actual deformation. 本発明に適用したリンク型変位計Dの不具合発生後で実変状後の、変位パタ−ンを示す模式図である。It is a schematic diagram which shows the displacement pattern after actual deformation after the malfunction occurrence of the link type displacement meter D applied to this invention.

符号の説明Explanation of symbols

1 被計測対象(地盤ないし路盤)
19 リンク型変位計
A〜E リンク型変位計
21 筒体(第2の筒体)
23 変位検出部材
34 計測手段(歪ゲ−ジ)
45 演算装置(パーソナルコンピュータ)
1 Measurement target (ground or roadbed)
19 Link type displacement meter A to E Link type displacement meter 21 Tube (second tube)
23 Displacement detecting member 34 Measuring means (strain gauge)
45 Arithmetic unit (personal computer)

Claims (7)

被計測対象またはその近接位置に複数のリンク型変位計を接続して設置し、前記リンク型変位計は、被計測対象の変状に応答して変位可能な筒体と、該筒体の内部に該筒体と同動可能に配置した変位検出部材と、該変位検出部材の変位を計測し、その計測デ−タを演算装置へ出力可能な計測手段とを備え、前記複数のリンク型変位計により被計測対象の変状を計測するリンク型変位計の計測管理方法において、前記一のリンク型変位計に見掛け上の角度出力が発生した際、該リンク型変位計の両側に配置したリンク型変位計の見掛け上の角度出力の発生の有無を基に、前記一のリンク型変位計の不具合ないし故障を検知することを特徴とするリンク型変位計の計測管理方法。   A plurality of link-type displacement meters are connected and installed at a measurement target or in the vicinity thereof, and the link-type displacement meter includes a cylindrical body that can be displaced in response to deformation of the measurement target, and an interior of the cylindrical body A plurality of link-type displacements, comprising: a displacement detection member arranged so as to be movable together with the cylindrical body; and a measuring means capable of measuring the displacement of the displacement detection member and outputting the measurement data to an arithmetic unit. In the link type displacement meter measurement management method for measuring the deformation of the object to be measured with a meter, when an apparent angle output is generated in the one link type displacement meter, the links arranged on both sides of the link type displacement meter A link type displacement meter measurement management method, comprising detecting a malfunction or failure of the one link type displacement meter based on whether or not an apparent angle output of the type displacement meter is generated. 前記両側に配置したリンク型変位計の見掛け上の角度出力の発生が無いとき、前記一のリンク型変位計の不具合ないし故障を検知する請求項1記載のリンク型変位計の計測管理方法。   The link type displacement meter measurement management method according to claim 1, wherein a fault or failure of the one link type displacement meter is detected when there is no apparent angle output of the link type displacement meter arranged on both sides. 前記リンク型変位計は、一のリンク型変位計に単一または複数の変位検出部材を備える請求項1記載のリンク型変位計の計測管理方法。   The link type displacement meter according to claim 1, wherein the link type displacement meter includes one or more displacement detection members in one link type displacement meter. 被計測対象またはその近接位置に複数のリンク型変位計を接続して設置し、前記リンク型変位計は、被計測対象の変状に応答して変位可能な筒体と、該筒体の内部に該筒体と同動可能に配置した変位検出部材と、該変位検出部材の変位を計測し、その計測データを演算装置へ出力可能な計測手段とを備え、前記複数のリンク型変位計により被計測対象の変状を計測するリンク型変位計の計測管理方法において、前記一のリンク型変位計に見掛け上の角度出力が発生した際、該リンク型変位計の両側に配置したリンク型変位計の見掛け上の角度出力の発生の有無を基に、前記一のリンク型変位計の不具合ないし故障を検知するとともに、前記不具合ないし故障を検知したリンク型変位計の折曲ないし回動角度の補間値を、他のリンク型変位計の折曲ないし回動角度の計測デ−タを基に演算することを特徴とするリンク型変位計の計測管理方法。   A plurality of link-type displacement meters are connected and installed at a measurement target or in the vicinity thereof, and the link-type displacement meter includes a cylindrical body that can be displaced in response to deformation of the measurement target, and an interior of the cylindrical body A displacement detecting member arranged so as to be movable together with the cylindrical body, and a measuring means capable of measuring the displacement of the displacement detecting member and outputting the measurement data to an arithmetic device. In the link type displacement meter measurement management method for measuring the deformation of the measurement target, when an apparent angle output is generated in the one link type displacement meter, the link type displacement is arranged on both sides of the link type displacement meter. Based on the occurrence of an apparent angle output of the meter, a failure or failure of the one link type displacement meter is detected, and a bending or turning angle of the link type displacement meter that has detected the failure or failure is determined. Interpolated value of other link type displacement meter Songs or rotation angle of the measuring de - Measurement method for managing linked displacement meter, characterized by calculating based on data. 前記不具合ないし故障を検知したリンク型変位計の折曲ないし回動角度の補間値を、当該リンク型変位計を除く他のリンク型変位計の折曲ないし回動角度の和を演算して求める請求項4記載のリンク型変位計の計測管理方法。   The interpolated value of the bending or turning angle of the link type displacement meter in which the malfunction or failure is detected is obtained by calculating the sum of the bending or turning angles of other link type displacement meters other than the link type displacement meter. The link type displacement meter measurement management method according to claim 4. 前記演算値を、不具合ないし故障を検知したリンク型変位計の折曲ないし回動角度の補間値として前記演算装置へ出力する請求項4または請求項5記載のリンク型変位計の計測管理方法。   The link displacement meter measurement management method according to claim 4 or 5, wherein the calculation value is output to the calculation device as an interpolated value of a bending or rotation angle of the link displacement meter in which a malfunction or failure is detected. 前記リンク型変位計は、一のリンク型変位計に単一または複数の変位検出部材を備える請求項4乃至請求項6の何れか一に記載のリンク型変位計の計測管理方法。   The link type displacement meter according to any one of claims 4 to 6, wherein the link type displacement meter includes a single or a plurality of displacement detection members in one link type displacement meter.
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