JP2000134704A - Train location detector - Google Patents

Train location detector

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Publication number
JP2000134704A
JP2000134704A JP30502598A JP30502598A JP2000134704A JP 2000134704 A JP2000134704 A JP 2000134704A JP 30502598 A JP30502598 A JP 30502598A JP 30502598 A JP30502598 A JP 30502598A JP 2000134704 A JP2000134704 A JP 2000134704A
Authority
JP
Japan
Prior art keywords
train
location
present location
physical quantity
measuring part
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.)
Pending
Application number
JP30502598A
Other languages
Japanese (ja)
Inventor
Yuji Miura
雄司 三浦
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 JP30502598A priority Critical patent/JP2000134704A/en
Publication of JP2000134704A publication Critical patent/JP2000134704A/en
Pending legal-status Critical Current

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  • Measurement Of Velocity Or Position Using Acoustic Or Ultrasonic Waves (AREA)
  • Electric Propulsion And Braking For Vehicles (AREA)

Abstract

PROBLEM TO BE SOLVED: To easily identify the present location of a train by detecting the present location of a train with an external physical quantity compared to route data on, and, if the detected present location deviates from the present location which is identified by a train location measuring part, correction is instructed to the train location measuring part. SOLUTION: An echo sounder transmitting signal, outputted from an echo sounder transmitting circuit part 21 of a roughness detecting part 2 is converted into ultrasonic wave by an echo sounder transducer 22 and is transmitted directly above a train car. The rebounded reflecting wave is received and amplified, converted into a digital signal by an A/D converter 24, and inputted into a control part 4. The control part 4 compares the information regarding roughness on the outside of the train car, which serves as the external physical quantity of the inputted digital signal, with the route data storing the location information measured by a train location measuring part 3 to detect the present location of a train. If the detected present location deviates from the present location identified by the train location measuring part 3, a location correction command is outputted into the train location measuring part 3.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は電車,モノレールな
どのように軌道上を走行する列車の現在位置を検知する
列車位置検知装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a train position detecting device for detecting a current position of a train running on a track such as a train or a monorail.

【0002】[0002]

【従来の技術】従来、列車位置検知装置は、車輪の回転
数をカウントして車両の走行距離を算出し、地上側に設
置された地上子を通過するごと列車位置を補正してい
た。
2. Description of the Related Art Conventionally, a train position detecting device calculates the traveling distance of a vehicle by counting the number of rotations of wheels, and corrects the train position every time the vehicle passes a ground mounted on the ground side.

【0003】その従来技術として、特開昭60−157957号
公報がある。
As a prior art, there is JP-A-60-157957.

【0004】また、地上子を用いずに列車位置を補正す
る従来技術として、特開平6− 211132号公報,特開
平7−108933 号公報がある。
Further, as a conventional technique for correcting a train position without using a ground child, there are Japanese Patent Application Laid-Open Nos. Hei 6-212132 and Hei 7-108933.

【0005】特開平6−211132 号公報には、車体と台車
間の相対回転変位より、曲線半径を算出し、線路データ
中からこの曲線半径に配当する曲線の位置(曲線の始点
位置)を求め、この線路データの曲線位置と車両回転数
より積算した走行距離(曲線進入時)との差を補正量と
して車両の走行位置を補正することが記載されている。
特開平7−108933 号公報も同様に、曲線の位置より列車
位置を補正することが記載されているが、曲線半径は、
車体の傾斜角,車体床面平行左右方向の加速度,カント
から算出している。
In Japanese Patent Application Laid-Open No. Hei 6-211132, a curve radius is calculated from a relative rotational displacement between a vehicle body and a bogie, and a position of a curve (curve start point position) to be paid to this curve radius is obtained from track data. It describes that the traveling position of the vehicle is corrected using the difference between the curve position of the track data and the traveling distance (at the time of entering the curve) integrated from the vehicle rotation speed as a correction amount.
Japanese Patent Laying-Open No. 7-108933 similarly describes correcting the train position from the position of the curve, but the radius of the curve is
It is calculated from the inclination angle of the vehicle body, acceleration in the horizontal direction parallel to the vehicle body floor, and cant.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、地上子
を用いて列車位置を補正する上記従来技術は地上子を設
置するコストがかかる上、保守の面倒さもある。特開平
6−211132 号公報,特開平7−108933 号公報に記載され
た上記従来技術は、列車の傾斜角や列車床面平行方向加
速度といった列車自身の状態から曲線半径を求めて曲線
を推定し、データ中の曲線位置に基づいて列車位置を補
正するといった処理である。つまり列車自身の状態から
列車外部設備など(レールの曲線)の位置を求めるため
に処理が複雑となっていた。
However, the above-described prior art in which the position of the train is corrected by using the grounding element requires a cost for installing the grounding element and also requires maintenance. JP
The prior art described in Japanese Patent Application Laid-Open No. 6-211132 and Japanese Patent Application Laid-Open No. Hei 7-108933 estimates a curve by calculating a curve radius from a train's own condition such as a train inclination angle and a train floor surface parallel acceleration, and obtains data. This is a process of correcting the train position based on the middle curve position. In other words, the process is complicated because the position of the train external equipment (rail curve) is determined from the state of the train itself.

【0007】そこで、本発明の目的は、地上設備を新た
に設置することなく、比較的簡単な処理で現在位置を特
定できる現在位置検知システムを提供することにある。
It is an object of the present invention to provide a current position detection system that can specify a current position by relatively simple processing without newly installing ground equipment.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するため
本発明は、車両に搭載され、車両外部の物理量を電気的
な信号に変換する外部物理量検出部と、速度発電機から
の信号を積算して列車の位置情報を計測する列車位置計
測部、および前記外部物理量検出部で検出した外部物理
量と前記列車位置計測部で計測された位置情報を記憶さ
れている路線データとを比較することによって列車の現
在位置を検知し、検知した現在位置が列車位置計測部で
認識している現在位置とズレている場合に列車位置計測
部に補正を指令する制御部で構成される。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides an external physical quantity detection unit mounted on a vehicle for converting a physical quantity outside the vehicle into an electric signal, and integrates a signal from a speed generator. By comparing the train position measurement unit that measures the position information of the train and the external physical quantity detected by the external physical quantity detection unit with the route data that stores the position information measured by the train position measurement unit The control unit is configured to detect the current position of the train, and instruct the train position measurement unit to perform correction when the detected current position is different from the current position recognized by the train position measurement unit.

【0009】前記のような構成を持つ列車位置検知装置
では、予め軌道に沿った車両外部物理量の変化を路線デ
ータとして前記制御部内の記憶部に記憶しており、実際
の走行の際には、処理部において外部物理量検出部から
得られる実際の車両外部の物理量の変化と、列車位置計
測部から得られる列車位置とを前記路線データと対比さ
せることにより、列車位置計測部で把握している列車位
置情報のズレを算出しその補正を行う。
In the train position detecting device having the above configuration, a change in the physical quantity outside the vehicle along the track is stored in advance in the storage unit in the control unit as route data. By comparing the actual physical quantity change outside the vehicle obtained from the external physical quantity detection unit and the train position obtained from the train position measurement unit with the route data in the processing unit, the train grasped by the train position measurement unit The positional information is calculated and corrected.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施例を図面を用
いて説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0011】図1は超音波を用いた列車位置検知装置の
全体システム構成図である。列車位置検知装置は超音波
を利用してトンネルや跨線橋などの軌道沿いの凹凸を検
出する凹凸検出部2,列車の位置を計測する列車位置計
測部3、およびデータの記憶,処理を行う制御部4から
成っている。
FIG. 1 is an overall system configuration diagram of a train position detecting device using ultrasonic waves. The train position detecting device uses an ultrasonic wave to detect unevenness along a track such as a tunnel or an overpass, a train position measuring unit 3 that measures a train position, and a control unit that stores and processes data. Consists of four.

【0012】凹凸検出部2は送波信号を出力する送波回
路部21と、前記送波回路部から出力された送波信号を
超音波に変換して車両の真上方向に送出し、跳ね返って
きた反射波を受信する送受波器22と、送受波器22か
ら出力されたアナログ信号を増幅する増幅回路23と、
前期増幅回路23から出力された信号をディジタル信号
に変換するAD変換器24とからなる。
An unevenness detecting section 2 outputs a transmitting signal, and a transmitting circuit section 21 converts the transmitting signal output from the transmitting circuit section into an ultrasonic wave, transmits the ultrasonic wave directly above the vehicle, and rebounds. A transmitter / receiver 22 for receiving the reflected wave, an amplifier circuit 23 for amplifying an analog signal output from the transmitter / receiver 22,
An AD converter 24 converts a signal output from the amplifier circuit 23 into a digital signal.

【0013】列車位置計測部3は車輪の回転によって電
気を発電する速度発電機31と、速度発電機からの出力
を積算し走行距離をディジタル信号で制御部4へと出力
する積算部32からなる。
The train position measuring unit 3 includes a speed generator 31 for generating electricity by rotation of wheels, and an integrating unit 32 for integrating outputs from the speed generator and outputting the travel distance to the control unit 4 as a digital signal. .

【0014】制御部4は予め採取した路線データを記録
する記憶部42と、記憶部42からの情報、凹凸検出部
2からの情報および列車位置計測部3からの情報を総括
して列車位置計測部3に位置補正量と位置補正命令を出
力する処理部41からなっている。
The control unit 4 includes a storage unit 42 for recording route data collected in advance, and information from the storage unit 42, information from the unevenness detection unit 2 and information from the train position measurement unit 3 to collectively measure a train position. The processing unit 41 outputs a position correction amount and a position correction command to the unit 3.

【0015】凹凸検出部2で検出される車両外部の凹凸
情報、および列車位置計測部3で計測された位置情報は
制御部4に入力される。制御部4では入力された車両外
部の凹凸情報と列車位置計測装置3が認識している列車
の現在位置、制御部4の記憶部42に記憶される路線デ
ータから現在位置を検知する。算出した現在位置が列車
位置計測部3で認識している位置情報と異なる場合、制
御部4は列車位置計測部3に位置補正指令を出力する。
The unevenness information outside the vehicle detected by the unevenness detecting unit 2 and the position information measured by the train position measuring unit 3 are input to the control unit 4. The control unit 4 detects the current position from the input irregularity information outside the vehicle, the current position of the train recognized by the train position measurement device 3, and the route data stored in the storage unit 42 of the control unit 4. When the calculated current position is different from the position information recognized by the train position measuring unit 3, the control unit 4 outputs a position correction command to the train position measuring unit 3.

【0016】図2は制御部4の中の記憶部42に記憶さ
れる路線データを示す。補正点Noは列車の走行区間内
における列車位置補正範囲の通し番号である。列車位置
補正範囲は列車がこの範囲内にいるときに、閾値をまた
ぐような反射波の変化が生じた際に位置補正を行う範囲
を示し、列車位置補正値は位置補正の際に列車位置計測
部3で把握している位置情報を置き換える値を示す。ま
た、閾値は前記凹凸検出部から入力された信号がこの閾
値をまたぐような変化をしたときに、車両外部での反射
波レベルに大きなギャップが存在したということを判断
する基準値を表しており、走行試験によって得られたデ
ータで各反射波レベルにおいて反射波のレベルがもっと
も急激に変化する点とする。
FIG. 2 shows route data stored in the storage unit 42 in the control unit 4. The correction point No. is a serial number of the train position correction range in the running section of the train. The train position correction range indicates the range in which position correction is performed when the reflected wave changes across the threshold when the train is within this range, and the train position correction value is the train position measurement value when the position is corrected. A value to replace the position information grasped by the unit 3 is shown. Further, the threshold represents a reference value for judging that a large gap exists in the reflected wave level outside the vehicle when the signal input from the unevenness detection unit changes so as to exceed the threshold. The point where the level of the reflected wave changes most rapidly at each reflected wave level in the data obtained by the running test.

【0017】図3に実施例の列車位置情報の修正手順を
示す。実施例では軌道沿いの凹凸を検知するために、処
理31aで送受波器22から超音波を送信する。送信さ
れた超音波は列車上方向にトンネル,跨線橋のような障
害物がなければ反射されることはないが、障害物が有る
場合は反射され再び戻ってくる。処理32aにおいて反
射波を送受波器22で受信し、処理33aで増幅した
後、処理34aでAD変換して凹凸情報Yを得る。
FIG. 3 shows a procedure for correcting train position information according to the embodiment. In this embodiment, in order to detect the irregularities along the track, an ultrasonic wave is transmitted from the transmitter / receiver 22 in a process 31a. The transmitted ultrasonic wave is not reflected unless there is an obstacle such as a tunnel or an overpass in the upward direction of the train, but is reflected and returns again when there is an obstacle. In process 32a, the reflected wave is received by the transmitter / receiver 22, amplified in process 33a, and AD-converted in process 34a to obtain unevenness information Y.

【0018】一方、処理31bにおいて速度発電機31
で発電した電気を、処理32bにて積算部32で積算
し、さらにAD変換を施して列車位置情報Xを得る。次
に分岐350で、もし列車位置情報Xが列車位置補正範
囲に入っている場合は、分岐360に進み凹凸情報Yが
閾値を跨ぐような変化を起こしているかを調査する。列
車位置情報Xが列車位置補正範囲に入っていない場合は
再び処理31aの軌道沿いの凹凸のセンシング、および
処理31bの速度発電機による発電へと戻り、軌道沿い
の凹凸情報Yおよび列車位置情報Xの収集を行う。
On the other hand, in the process 31b, the speed generator 31
In step 32b, the electricity generated in step (b) is integrated by the integration unit 32, and the A / D conversion is performed to obtain train position information X. Next, at the branch 350, if the train position information X is within the train position correction range, the process proceeds to the branch 360 to check whether the unevenness information Y has changed so as to cross the threshold. When the train position information X does not fall within the train position correction range, the process returns to the sensing of unevenness along the track in the process 31a and the power generation by the speed generator in the process 31b again. To collect.

【0019】凹凸情報Yが閾値を跨ぐような変化を起こ
している場合は、処理370で列車位置計測部3で認識
している現在位置を列車位置補正値で置き換える。凹凸
情報Yが閾値を跨ぐような変化を起こしていない場合
は、再び処理31aの軌道沿いの凹凸情報のセンシング
および処理31bの速度発電機への発電へともどり、凹
凸情報Yおよび列車位置情報Xの収集を行う。
If the unevenness information Y has changed so as to straddle the threshold value, the current position recognized by the train position measuring unit 3 is replaced with a train position correction value in step 370. If the unevenness information Y does not change over the threshold value, the process returns to the sensing of the unevenness information along the track in the process 31a and the power generation to the speed generator in the process 31b again, and the unevenness information Y and the train position information X To collect.

【0020】路線データの作成方法は、図4(a)に示
すように送波回路部21から送信された電気信号を列車
上向き方向に設置された送受波器22で超音波に変換し
列車外部に送信しながら、車輪等の空転のない状態で車
両を走行させ、凹凸検出部2で車両外部の凹凸を測定し
路線データを得る。また、前記列車位置計測部3では列
車位置の計測を行い軌道沿いの凹凸と列車位置の関係を
導く。
As shown in FIG. 4A, the route data is generated by converting an electric signal transmitted from the transmission circuit 21 into an ultrasonic wave by a transmitter / receiver 22 installed in the upward direction of the train, and converting the electric signal to the outside of the train. The vehicle travels in a state where there is no idling of the wheels and the like, and the unevenness detecting unit 2 measures unevenness outside the vehicle to obtain route data. The train position measuring unit 3 measures the position of the train and derives the relationship between the irregularities along the track and the position of the train.

【0021】これを複数回繰り返し、路線データ図4
(b1)〜図4(bn)が得られた時点で、図4(c)に
示すように、軌道沿いに沿って凹凸の相加平均を取り路
線データの信頼性を上げる。さらに図4(d)に示すよ
うに平均化された凹凸を軌道に沿って微分する。
This is repeated a plurality of times to obtain route data.
When (b 1 ) to FIG. 4 (b n ) are obtained, as shown in FIG. 4 (c), the arithmetic mean of the irregularities is taken along the track to increase the reliability of the route data. Further, as shown in FIG. 4D, the averaged unevenness is differentiated along the trajectory.

【0022】そして、凹凸の変化が十分あり、かつ前記
凹凸の微分値が極大値および極小値を取る点を列車位置
補正点としその点の位置情報を図2中の列車位置補正値
とする。列車位置補正範囲は列車位置補正点の前後±α
以内とする。ただし、α及び隣り合う位置補正点間の距
離は位置補正点を誤って認識しないように次式を満たす
値に設定する。
A point where the unevenness is sufficiently changed and the differential value of the unevenness takes a maximum value and a minimum value is defined as a train position correction point, and the position information of the point is defined as a train position correction value in FIG. The train position correction range is ± α before and after the train position correction point.
Within. However, α and the distance between adjacent position correction points are set to values that satisfy the following equation so that the position correction points are not erroneously recognized.

【0023】Xi−Xi-1>2α 上記実施例のように超音波を送信し、その反射波を受信
して外部の凹凸を検知するような変化の手段をもつ列車
位置検知装置は、位置検知を目的とした地上子を設置す
ることなく、また複雑な処理をせずに現在位置を検知し
補正することができる。
X i −X i−1 > 2α As in the above embodiment, the train position detecting device having a change means for transmitting an ultrasonic wave, receiving the reflected wave and detecting external irregularities is as follows. The present position can be detected and corrected without installing a grounding element for the purpose of position detection and without performing complicated processing.

【0024】尚、上記実施例では超音波を利用して外部
物理量変化を検出して、列車位置を補正したが、光セン
サを利用しトンネルの出入口で位置補正する、あるい
は、列車にカメラを搭載し、カメラ映像を画像処理して
線路沿いの既存の設備などを認識して列車位置を補正す
るようにしても良い。
In the above embodiment, the position of the train is corrected by detecting a change in an external physical quantity using ultrasonic waves. However, the position is corrected at the entrance and exit of a tunnel using an optical sensor, or a camera is mounted on the train. Alternatively, the train position may be corrected by recognizing existing facilities along the track by performing image processing on the camera image.

【0025】[0025]

【発明の効果】本発明は以上のように構成され、機能す
るので、位置検知を目的とした地上子を設置することな
く車両の位置検知・補正ができる。さらに、列車自身の
状態を示す情報によって現在位置を推定する場合と異な
り、絶対位置の特定しやすい軌道沿いの物理量の変化を
積極的に利用しようとしているで、比較的簡単に現在位
置を特定できるという効果がある。
Since the present invention is constructed and functions as described above, it is possible to detect and correct the position of a vehicle without installing a grounding element for position detection. Furthermore, unlike the case of estimating the current position based on the information indicating the state of the train itself, the current position can be specified relatively easily because the change in the physical quantity along the track where the absolute position can be easily specified is actively used. This has the effect.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の実施例に係わる、軌道沿いの凹凸の変
化を利用して位置検知する列車位置検知装置のシステム
構成図。
FIG. 1 is a system configuration diagram of a train position detecting device for detecting a position using a change in unevenness along a track according to an embodiment of the present invention.

【図2】路線データの内容を示す図。FIG. 2 is a diagram showing contents of route data.

【図3】軌道沿いの凹凸の変化を利用する列車位置検知
装置の処理の流れを示すフロー図。
FIG. 3 is a flowchart showing a processing flow of a train position detecting device using a change in unevenness along a track.

【図4】(a)ないし(d)は軌道沿いの凹凸の変化を
利用する列車位置検知装置の路線データの作成を示す特
性図。
FIGS. 4A to 4D are characteristic diagrams showing generation of route data of a train position detecting device using a change in unevenness along a track.

【符号の説明】[Explanation of symbols]

1…車両、2…凹凸検出部、3…列車位置計測部、4…
制御部、21…送波回路部、22…送受波器、23…増
幅回路、24…AD変換器、31…速度発電機、32…
積算部、41…処理部、42…記憶部。
DESCRIPTION OF SYMBOLS 1 ... vehicle, 2 ... unevenness detection part, 3 ... train position measurement part, 4 ...
Control unit, 21: transmission circuit unit, 22: transducer, 23: amplification circuit, 24: AD converter, 31: speed generator, 32 ...
Integrator 41, processing unit 42 storage unit.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】列車に搭載された速度発電機からの信号を
積算して列車位置を求める列車位置検知装置において、
列車に搭載され、列車外部の物理量を検出する検出手段
と、列車外部の物理量とその位置データを格納する記憶
手段と、前記検出された物理量の位置を前記記憶手段の
データから求め、そのデータの位置に基づいて前記積算
して求めた列車位置を補正する手段とを備えたことを特
徴とする列車位置検知装置。
1. A train position detecting device for obtaining a train position by integrating signals from a speed generator mounted on a train,
Detecting means mounted on the train to detect a physical quantity outside the train, storage means for storing the physical quantity outside the train and its position data, and the position of the detected physical quantity is obtained from the data of the storing means. Means for correcting the train position obtained by the integration based on the position.
JP30502598A 1998-10-27 1998-10-27 Train location detector Pending JP2000134704A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30502598A JP2000134704A (en) 1998-10-27 1998-10-27 Train location detector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30502598A JP2000134704A (en) 1998-10-27 1998-10-27 Train location detector

Publications (1)

Publication Number Publication Date
JP2000134704A true JP2000134704A (en) 2000-05-12

Family

ID=17940194

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30502598A Pending JP2000134704A (en) 1998-10-27 1998-10-27 Train location detector

Country Status (1)

Country Link
JP (1) JP2000134704A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
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JP2009008491A (en) * 2007-06-27 2009-01-15 Mitsubishi Electric Corp Device for acquiring information around mobile body
JP2010011683A (en) * 2008-06-30 2010-01-14 Hitachi Ltd Device for driving railroad vehicle
JP2010237002A (en) * 2009-03-31 2010-10-21 Railway Technical Res Inst Position measuring system
CN107607058A (en) * 2017-09-26 2018-01-19 中铁第四勘察设计院集团有限公司 A kind of remaining coal automatic checkout system and detection method
JP2020015419A (en) * 2018-07-25 2020-01-30 公益財団法人鉄道総合技術研究所 Information processor and point group correction method, and program

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009008491A (en) * 2007-06-27 2009-01-15 Mitsubishi Electric Corp Device for acquiring information around mobile body
JP2010011683A (en) * 2008-06-30 2010-01-14 Hitachi Ltd Device for driving railroad vehicle
JP2010237002A (en) * 2009-03-31 2010-10-21 Railway Technical Res Inst Position measuring system
CN107607058A (en) * 2017-09-26 2018-01-19 中铁第四勘察设计院集团有限公司 A kind of remaining coal automatic checkout system and detection method
CN107607058B (en) * 2017-09-26 2023-09-26 中铁第四勘察设计院集团有限公司 Automatic residual coal detection system and detection method
JP2020015419A (en) * 2018-07-25 2020-01-30 公益財団法人鉄道総合技術研究所 Information processor and point group correction method, and program

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