JPH0254881B2 - - Google Patents
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- Publication number
- JPH0254881B2 JPH0254881B2 JP12692383A JP12692383A JPH0254881B2 JP H0254881 B2 JPH0254881 B2 JP H0254881B2 JP 12692383 A JP12692383 A JP 12692383A JP 12692383 A JP12692383 A JP 12692383A JP H0254881 B2 JPH0254881 B2 JP H0254881B2
- Authority
- JP
- Japan
- Prior art keywords
- signal
- track
- rail
- ride comfort
- accelerometer
- 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
Links
- 238000006073 displacement reaction Methods 0.000 claims description 21
- 238000005259 measurement Methods 0.000 claims description 15
- 230000001133 acceleration Effects 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 12
- 238000007689 inspection Methods 0.000 claims description 11
- 230000010354 integration Effects 0.000 claims description 11
- 238000012423 maintenance Methods 0.000 claims description 5
- 101000606504 Drosophila melanogaster Tyrosine-protein kinase-like otk Proteins 0.000 claims 1
- 238000012545 processing Methods 0.000 description 21
- 238000010586 diagram Methods 0.000 description 10
- 238000012546 transfer Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
- Measurement Of Length, Angles, Or The Like Using Electric Or Magnetic Means (AREA)
- Length Measuring Devices With Unspecified Measuring Means (AREA)
Description
【発明の詳細な説明】
本発明は高速鉄道の軌道管理上最も必要とされ
る乗客の良好な乗心地を確保するのに有効な軌道
検測方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a track inspection method that is effective in ensuring a good riding comfort for passengers, which is most necessary for track management of high-speed railways.
従来は、後述する如く、軌道検測車(以下、検
測車と称す)で検測された高低狂い、通り狂い、
車体動揺などを軌道整備基準に照らして、軌道整
備の必要性の有無を判定していた。しかしなが
ら、高速領域における軌道状態と車体動揺の関係
について研究、解析が行われた結果、軌道狂いに
より発生する車体動揺は軌道狂いの波長によつて
異なり、合理的かつ経済的な軌道管理のために
は、車体の動揺と乗客の乗心地に影響が大きい軌
道狂いを重点的に整備することが適切であるとさ
れるに到つた。 Conventionally, as will be described later, deviations in elevation, deviations in alignment, and
The necessity of track maintenance was determined by checking vehicle body vibration and other factors against track maintenance standards. However, as a result of research and analysis on the relationship between track conditions and car body vibration in the high-speed region, it has been found that the car body vibration caused by track deviation varies depending on the wavelength of the track deviation. It has now been decided that it is appropriate to focus on fixing track deviations that have a large impact on vehicle body sway and passenger comfort.
以下、従来の状況を述べる。 The conventional situation will be described below.
まず、通り狂いとは軌道平面上におけるレール
の長手方向の左右の曲がりを表わし、高低狂いは
上下の曲がりを表わすものである。これらは長さ
10mの弦の中央とレールとの距離を測定して狂い
量を表わしており、一般に正矢法による軌道狂い
の検測と呼ばれている。車体動揺は、通常、車体
の振動加速度で表わす。前記の測定法は、従来、
第1図に示すような検測車1で使用されており、
この正矢法による通り狂いの検測は、検測車1の
5m間隔に配置された台車2に通り狂い測定用検
出器3を弦長10mの両端と中央の3ケ所に取り付
け、この検出器3により車体を基準としたレール
の左右方向相対変位を検出し、電気回路等により
構成する演算装置で狂い量を求めている。このよ
うな正矢法による狂いの測定は次のような特性を
持つことが理論的に求められている。第2図は10
m弦正矢法の特性図を示すもので弦長10mの正矢
法では波長10mの狂いの検測倍率が最大の2.0に
なり、波長20mでは1.0、波長40mでは0.29とな
る。一方、高速鉄道の車体の左右動揺には後述の
ように30mから40mの波長の通り狂いが大きく影
響することが明らかになつた。このため30mから
40mの波長範囲で検測値が小さくなる従来の検測
車による10m弦正矢法測定に基づく軌道狂いの測
定には限界があり、高速鉄道に要求される乗心地
を確保するための新しい軌道狂いの検測方法が必
要である。 First, deviation refers to horizontal bending in the longitudinal direction of the rail on the track plane, and height deviation refers to vertical bending. These are the length
The amount of deviation is expressed by measuring the distance between the center of a 10m string and the rail, and is generally called the Masaya method for measuring track deviation. Vehicle body vibration is usually expressed by vibration acceleration of the vehicle body. The above measurement method is conventionally
It is used in the inspection vehicle 1 as shown in Figure 1.
To detect misalignment using the Masaya method, the detectors 3 for measuring misalignment are attached to the trolley 2 of the inspection vehicle 1 placed at 5 m intervals at three locations at both ends and the center of a 10 m string length. 3, the relative displacement of the rail in the left and right direction with respect to the vehicle body is detected, and the amount of deviation is determined by a calculation device comprised of an electric circuit or the like. Theoretically, the measurement of deviation using the Masaya method is required to have the following characteristics. Figure 2 is 10
This shows the characteristic diagram of the m-string Masaya method. In the Masaya method with a string length of 10 m, the maximum detection magnification for deviation at a wavelength of 10 m is 2.0, 1.0 at a wavelength of 20 m, and 0.29 at a wavelength of 40 m. On the other hand, it has become clear that the misalignment of wavelengths from 30 m to 40 m has a large effect on the lateral movement of high-speed railway car bodies, as will be explained later. Therefore, from 30m
There is a limit to the measurement of track deviation based on the 10m string masaya method measurement using conventional inspection vehicles, where the measured value is small in the 40m wavelength range, so a new track is being developed to ensure the ride comfort required for high-speed railways. A method of measuring deviation is necessary.
本発明の要旨は、通り狂い測定用測定枠に加速
度計およびレールの左右変位検出器を設置し、こ
れによるレールの左右方向相対変位の信号と加速
度計の信号を処理することにより慣性空間に対す
るレールの左右方向変位を求め、通り狂いの波長
による車体左右加速度への影響度を考慮し、かつ
車体左右加速度の乗心地への影響度(乗心地基準
と呼ばれている)も考慮して良好な乗心地を確保
するために必要な軌道整備箇所の検出を行う軌道
通り狂いのフイルタの特性を実現することを特徴
とする軌道通り狂いの検出方法に関するものであ
る。軌道の通り狂いの波長による車体左右加速度
への影響度については、高速試験の結果から第3
図に示すような通り狂い波長に対する車体左右加
速度の回帰直線図が得られた。このことにより、
軌道の通り狂いを知ることによつて、そこを通過
する際の車体左右加速度を推定することが可能と
なつた。また鉄道車両の車体左右加速度と乗心地
との関連は乗心地基準として設定されている。以
上の結果から、通り狂いの波長による車体左右加
速度への影響度と、乗心地基準から左右加速度に
対する乗心地の良さを一定に定めた場合に許容さ
れる通り狂いとの関係が各波長に対し第4図に示
すように求められた。なお、第4図は走行速度
210Km/hの場合を示す。軌道整備箇所の摘出の
ためには、通り狂いの波長に関係なく、通り狂い
の乗心地に対する影響度が一定のレベルで出力さ
れることが望ましい。このような出力を得るため
には、許容通り狂いの小さい波長域では大きな検
測倍率で、逆に許容通り狂いの大きい波長域では
小さな検測倍率で検測すればよい。すなわち、慣
性空間に対するレールの左右方向変位を測定し、
第4図で求められた許容通り狂いの逆数の形状を
持つフイルタを通す処理を行えばよい。第5図は
前記逆数が最大となる波長10mの検測倍率を1に
合わせた特性図である。これを通り狂いに対する
乗心地処理フイルタと称する。乗心地処理フイル
タの形は列車の走行速度により異なるため、第5
図では走行速度別に示した。このようにして得ら
れた出力を乗心地処理通り狂いと称する。 The gist of the present invention is to install an accelerometer and a rail left-right displacement detector in a measurement frame for measuring misalignment, and process the signal of the relative left-right displacement of the rail and the signal of the accelerometer to detect the rail relative to the inertial space. Find the lateral displacement of The present invention relates to a track misalignment detection method characterized by realizing the characteristics of a track misalignment filter that detects track maintenance points necessary to ensure riding comfort. Regarding the influence of the wavelength of the track misalignment on the lateral acceleration of the vehicle body, the third
As shown in the figure, a regression line diagram of the vehicle body lateral acceleration against the deviation wavelength was obtained. Due to this,
By knowing the deviation of the track, it became possible to estimate the lateral acceleration of the vehicle when passing through it. Furthermore, the relationship between the lateral acceleration of a railway vehicle and ride comfort is set as a ride comfort standard. From the above results, the relationship between the degree of influence of the misalignment wavelength on the vehicle's lateral acceleration and the allowable misalignment for each wavelength when the ride comfort with respect to the lateral acceleration is set constant based on the ride comfort standard. The results were obtained as shown in Figure 4. Furthermore, Figure 4 shows the running speed.
The case of 210km/h is shown. In order to identify track maintenance locations, it is desirable to output the degree of influence of a road error on ride comfort at a constant level, regardless of the wavelength of the road error. In order to obtain such an output, it is sufficient to use a large measurement magnification in the wavelength range where the error is small within the allowable range, and to use a small measurement magnification in the wavelength range where the deviation is large within the allowable range. In other words, the horizontal displacement of the rail relative to the inertial space is measured,
It is sufficient to perform a process of passing the signal through a filter having a shape that is the reciprocal of the deviation as per the tolerance determined in FIG. FIG. 5 is a characteristic diagram in which the measurement magnification is set to 1 at a wavelength of 10 m where the reciprocal is maximum. This is called a ride comfort processing filter for misalignment. The shape of the ride comfort processing filter varies depending on the running speed of the train, so the fifth
In the figure, the speeds are shown by running speed. The output obtained in this manner is referred to as ride comfort processing failure.
次にこれを実現するための通常の方法を示す。
第6図は本発明に用いる検測車の測定台車の平面
図、第7図は第6図のA−A断面図である。 The following is a typical way to accomplish this.
FIG. 6 is a plan view of the measurement cart of the inspection vehicle used in the present invention, and FIG. 7 is a cross-sectional view taken along the line AA in FIG. 6.
輪軸4に取付けられた軸箱5に固定した釣合梁
6の所定位置で支持された通り狂い測定用測定枠
7に加速度計8とレールの左右変位検出器9,1
0を取付け、該レールの左右変位検出器9,10
により得られる測定枠7と左右レール11,12
との相対変位と、加速度計8により得られる左右
方向の加速度を二回積分して求めた慣性空間を基
準とした測定枠7の左右方向変位との和により、
原理的には慣性空間に対するレールの左右変位が
求まる。このようにして求められたレールの左右
方向変位に対して、第5図に示すような乗心地処
理フイルタの特性を持つフイルタ回路を通すこと
により、原理的には乗心地処理通り狂いを得るこ
とができる。 An accelerometer 8 and rail left/right displacement detectors 9, 1 are mounted on a measurement frame 7 for measuring misalignment, which is supported at a predetermined position of a counterbalance beam 6 fixed to an axle box 5 attached to a wheel axle 4.
0, and the left and right displacement detectors 9 and 10 of the rail.
Measuring frame 7 and left and right rails 11, 12 obtained by
Based on the sum of the relative displacement between
In principle, the left and right displacement of the rail relative to the inertial space is determined. In principle, by passing the horizontal displacement of the rail obtained in this way through a filter circuit having the characteristics of a ride quality processing filter as shown in Fig. 5, it is possible to obtain deviations from the ride quality processing. Can be done.
しかし一般に、二回積分を実施する電気的な二
回積分回路では、加速度信号に含まれる誤差成分
が積分動作により蓄積されるため、非常に短時間
の積分しか実現できず、軌道狂い検測のように長
時間(通常数時間)の積分には適さない。 However, in general, in an electrical double-integration circuit that performs two-time integration, error components included in the acceleration signal are accumulated by the integration operation, so integration can only be achieved for a very short time, making it difficult to detect track deviations. It is not suitable for long-term integration (usually several hours).
本発明によれば次のような処理回路を通すこと
により、上記の欠点を解消し、かつ乗心地処理通
り狂い波形を得ることができる。 According to the present invention, by passing the signal through the following processing circuit, it is possible to eliminate the above-mentioned drawbacks and obtain a waveform that is out of alignment with the ride quality processing.
第8図は本発明を実施するための処理回路のブ
ロツク図である。レールの左右変位検出器により
得られる信号をXa、加速度計により得られる加
速度信号をαとし、二回積分を表わすラプラス変
換式をG1(s)、乗心地処理フイルタ特性のラプ
ラス変換式をG2(s)とすると乗心地処理の通り
狂い量Yは次のように表わすことができる。 FIG. 8 is a block diagram of a processing circuit for implementing the present invention. Let Xa be the signal obtained by the left-right displacement detector of the rail, α be the acceleration signal obtained by the accelerometer, let G1 (s) be the Laplace transform formula representing two-time integration, and G2 (s) be the Laplace transform formula for ride quality filter characteristics. s), the amount of deviation Y according to ride comfort processing can be expressed as follows.
Y=G2(s)・(Xa+G1(s)・α) …(1)
ここで、乗心地処理フイルタ特性G2(s)をハ
イパスフイルタの特性を持つ部分G21(s)と、
それ以外の部分G22(s)に分ける。Y=G2(s)・(Xa+G1(s)・α)...(1) Here, ride comfort processing filter characteristic G2(s) is defined as part G21(s) having high-pass filter characteristics,
The other parts are divided into G22 (s).
すなわち、G2(s)=G21(s)・G22(s)とす
るとき
(1)式は
Y=G21(s)・G22(s)・(Xa+G1(s)・α)
=(G21(s)・Xa+G21(s)・G1(s)・α)・
G22(s) …(2)
となる。 In other words, when G2(s) = G21(s)・G22(s), equation (1) is Y=G21(s)・G22(s)・(Xa+G1(s)・α) =(G21(s)・Xa+G21(s)・G1(s)・α)・
G22(s) …(2) becomes.
ここで、G21(s)・G1(s)=G3(s)とする
と、
(2)式は(3)式のように表わされる。 Here, if G21(s)·G1(s)=G3(s), equation (2) can be expressed as equation (3).
Y=G2(s)・Xa+G3(s)・α)・G22(s) …(3)
G3(s)なる伝達関数は、ハイパスフイルタと二
回積分の特性を合わせ持つもので、この特性を持
つ電気的な回路は誤差の蓄積を起こすことがな
い。The transfer function Y=G2(s)・Xa+G3(s)・α)・G22(s)...(3) The transfer function G3(s) has the characteristics of a high-pass filter and double integration, and has this characteristic. Electrical circuits are free from error accumulation.
したがつて、(3)式の演算を電気回路により実施
すれば乗心地処理通り狂いを求めることができ
る。 Therefore, by performing the calculation of equation (3) using an electric circuit, it is possible to determine the deviation according to the ride comfort processing.
第8図の13,18は(3)式のG21(s)なる伝
達関数を持つハイパスフイルタ回路であり、14
はG3(s)なる特性を持つ二回積分回路、15,
19は加算器、16,20は(3)式のG22(s)の
特性を持つ乗心地処理回路である。15,19の
加算器は通常のアナログ回路により実現でき、ま
た乗心地処理フイルタの特性は、空間周波数(ま
たは波長)に対して得られているため、13,1
4,16,18,20の回路は検測車の車速に応
じて周波数を可変とするアナログフイルタ回路で
構成する。17は各フイルタ回路の周波数を可変
とするため、検測車の走行車輪に取付けられた回
転検出器の信号を受け、速度信号を各フイルタ回
路へ出力するための速度信号発生器である。 13 and 18 in FIG. 8 are high-pass filter circuits having a transfer function of G21(s) in equation (3), and 14
is a double integration circuit with the characteristic G3(s), 15,
19 is an adder, and 16 and 20 are ride comfort processing circuits having the characteristic of G22 (s) in equation (3). The adders of 15 and 19 can be realized by ordinary analog circuits, and the characteristics of the ride comfort processing filter are obtained for spatial frequencies (or wavelengths), so the adders of 13 and 1
Circuits 4, 16, 18, and 20 are constituted by analog filter circuits whose frequencies are variable according to the vehicle speed of the inspection vehicle. Reference numeral 17 designates a speed signal generator for receiving a signal from a rotation detector attached to a running wheel of the inspection vehicle and outputting a speed signal to each filter circuit in order to make the frequency of each filter circuit variable.
次に、第8図のブロツク図によつて処理回路を
説明する。 Next, the processing circuit will be explained with reference to the block diagram of FIG.
左レールの場合、レールの左右変位検出器9か
ら出力した測定枠を基準とする左レールの左右方
向変位信号と速度信号発生器17から出力した速
度信号とを、ハイパスフイルタ回路13に入力
し、G21(s)なる特性で低周波成分がカツトさ
れた前記左レールの左右方向変位信号を出力し、
一方、加速度計8から出力した前記測定枠の左右
方向加速度信号と速度信号発生器17から出力し
た速度信号とを二回積分回路14に入力し、G(3)
なる特性で二回積分された信号を出力し、該2つ
の信号を加算器15で加算することによりG21
(s)なる特性で低周波成分がカツトされた慣性
空間に対する左レールの左右方向変位信号として
出力し、さらに前記速度信号とともに乗心地処理
回路16に入力されることによつて左レールの乗
心地処理通り狂い波形を得ることができる。 In the case of the left rail, input the left rail lateral displacement signal based on the measurement frame output from the rail lateral displacement detector 9 and the speed signal output from the speed signal generator 17 to the high-pass filter circuit 13; Outputting a horizontal displacement signal of the left rail with a low frequency component cut out with a characteristic of G21(s);
On the other hand, the horizontal acceleration signal of the measurement frame outputted from the accelerometer 8 and the speed signal outputted from the speed signal generator 17 are input to the double integration circuit 14, and G(3)
By outputting a signal that has been integrated twice with the characteristic of
(s) is output as a lateral displacement signal of the left rail relative to the inertial space with the low frequency component cut out, and is further inputted to the ride comfort processing circuit 16 together with the speed signal to determine the ride quality of the left rail. It is possible to obtain a distorted waveform according to the processing.
なお、右レールの場合については、レールの左
右変位検出器10、ハイパスフイルタ回路18、
加算器19、乗心地処理回路20から構成され、
二回積分回路14および速度信号発生器17は共
用される。 In addition, in the case of the right rail, a rail left-right displacement detector 10, a high-pass filter circuit 18,
Consists of an adder 19 and a ride comfort processing circuit 20,
The double integration circuit 14 and the speed signal generator 17 are shared.
以上、本発明によれば慣性空間に対するレール
の左右変位に対して、乗心地処理フイルタを通し
た波形を出力し、この波形が大きい場所の通り狂
いを重点的に整備することにより、合理的かつ経
済的な軌道の乗心地管理を行うことができる。 As described above, according to the present invention, a waveform passed through a ride comfort processing filter is output in response to the left-right displacement of the rail with respect to the inertial space, and by focusing on correcting misalignment in areas where this waveform is large, it is possible to rationally and It is possible to economically manage the riding comfort of the track.
第1図は従来の軌道検測車を示す図、第2図は
10m弦正矢法の特性図、第3図は高速試験より求
められた通り狂い波長に対する車体左右の加速度
の回帰直線図、第4図は通り狂い波長と許容残存
通り狂いの関係図、第5図は乗心地処理フイルタ
の特性図、第6図は本発明に使用する測定台車の
平面図、第7図は第6図のA−A断面図、第8図
は本発明を実施するための処理回路のブロツク図
である。
1……従来の軌道検測車、2……台車、3……
従来の通り狂い測定用検出器、4……輪軸、5…
…軸箱、6……釣合梁、7……測定枠、8……加
速度計、9,10……レールの左右変位検出器、
11……左レール、12……右レール、13,1
8……ハイパスフイルタ回路、14……二回積分
回路、15,19……加算器、16,20……乗
心地処理回路、17……速度信号発生器。
Figure 1 shows a conventional track inspection vehicle, and Figure 2 shows a conventional track inspection vehicle.
Characteristic diagram of the 10m string Masaya method. Figure 3 is a regression line diagram of acceleration on the left and right sides of the car body against the misalignment wavelength determined from high-speed tests. Figure 4 is a relationship diagram between the misalignment wavelength and allowable remaining misalignment. The figure is a characteristic diagram of the ride comfort processing filter, FIG. 6 is a plan view of the measuring trolley used in the present invention, FIG. FIG. 2 is a block diagram of a processing circuit. 1... Conventional track inspection vehicle, 2... Trolley, 3...
As usual, a detector for measuring deviation, 4... wheel axle, 5...
...Axle box, 6...Balance beam, 7...Measurement frame, 8...Accelerometer, 9, 10...Rail left and right displacement detector,
11...Left rail, 12...Right rail, 13,1
8... High pass filter circuit, 14... Double integration circuit, 15, 19... Adder, 16, 20... Riding comfort processing circuit, 17... Speed signal generator.
Claims (1)
度計およびレールの左右変位検出器を設置し、前
記測定枠を基準とするレール左右方向変位と速度
信号とをハイパスフイルタ回路に入力することに
より低周波成分をカツトした信号を出力し、該信
号と前記加速度計により検出した加速度信号を該
信号に含まれる誤差成分が、積分動作により蓄積
しないように二回積分したのち加算して、前記測
定枠を基準とする慣性空間に対するレールの左右
変位を求め、これを乗心地への影響度を評価する
回路を通すことにより良好な乗心地を確保するた
めに必要な軌道整備箇所の摘出を行うことを特徴
とする軌道通り狂いの検測方法。1 Installing an accelerometer and a rail lateral displacement detector in a measurement frame for measuring misalignment of a track inspection vehicle, and inputting the rail lateral displacement and speed signal based on the measurement frame to a high-pass filter circuit. outputs a signal with low frequency components cut out, and integrates this signal and the acceleration signal detected by the accelerometer twice to prevent error components contained in the signal from accumulating due to the integration operation, and then adds the signal and the acceleration signal detected by the accelerometer. The horizontal displacement of the rail relative to the inertial space based on the measurement frame is determined, and this is passed through a circuit that evaluates the degree of influence on ride comfort, thereby identifying the track maintenance points necessary to ensure good ride comfort. A method for detecting off-track trajectory.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12692383A JPS6020103A (en) | 1983-07-14 | 1983-07-14 | Inspecting method of track line deviation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12692383A JPS6020103A (en) | 1983-07-14 | 1983-07-14 | Inspecting method of track line deviation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6020103A JPS6020103A (en) | 1985-02-01 |
| JPH0254881B2 true JPH0254881B2 (en) | 1990-11-22 |
Family
ID=14947243
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12692383A Granted JPS6020103A (en) | 1983-07-14 | 1983-07-14 | Inspecting method of track line deviation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6020103A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04100713U (en) * | 1991-01-25 | 1992-08-31 |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0634834U (en) * | 1992-10-07 | 1994-05-10 | 株式会社江東衡器製作所 | Can lid closing device |
| JP5254676B2 (en) * | 2008-06-17 | 2013-08-07 | 東海旅客鉄道株式会社 | Trajectory error detector |
| JP5175630B2 (en) * | 2008-06-17 | 2013-04-03 | 東海旅客鉄道株式会社 | Trajectory error detection device and trajectory error detection method |
-
1983
- 1983-07-14 JP JP12692383A patent/JPS6020103A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04100713U (en) * | 1991-01-25 | 1992-08-31 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6020103A (en) | 1985-02-01 |
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