JP2004098878A - Train rocking part detecting system using gps - Google Patents

Train rocking part detecting system using gps Download PDF

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Publication number
JP2004098878A
JP2004098878A JP2002264115A JP2002264115A JP2004098878A JP 2004098878 A JP2004098878 A JP 2004098878A JP 2002264115 A JP2002264115 A JP 2002264115A JP 2002264115 A JP2002264115 A JP 2002264115A JP 2004098878 A JP2004098878 A JP 2004098878A
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time
train
information
gps
reference value
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JP2002264115A
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JP4056050B2 (en
Inventor
Akio Matsumura
松邑 昭夫
Junichi Yuki
結城 淳一
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JR EAST JAPAN INFORMATION SYST
JR EAST JAPAN INFORMATION SYSTEMS CO
NDK ITS KK
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JR EAST JAPAN INFORMATION SYST
JR EAST JAPAN INFORMATION SYSTEMS CO
NDK ITS KK
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Abstract

<P>PROBLEM TO BE SOLVED: To accurately and shortly specify a part of train rolling exceeding a reference value by utilizing a GPS. <P>SOLUTION: This system comprises a measuring device 1 for measuring a time change of train rolling, a GPS device 2 provided in a train for outputting position information, time information and speed information, a database 4 storing information for a plurality of reference positions on a track, and a data processor 3 for inputting measurement data from the measuring device and the position information, time information and speed information from the GPS device. The data processor finds the kilometrage of the train per time in accordance with the position information, time information and speed information from the GPS device and the information for the reference positions stored in the database, coordinates a time for train rolling exceeding the reference value to a time for the kilometrage and specifies the part of train rolling exceeding the reference value. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の属する技術分野】
本発明はGPSを用いて精度よく、かつ短時間に基準値を超える列車揺動があった軌道上の箇所を特定することができるシステムに関する。
【従来の技術】
従来の列車動揺管理は、例えば、測定装置を車両に搬入して列車の縦揺れ、横揺れをガル(G)値として測定し、測定データの中で縦・横方向それぞれの基準値を超えるG値が記録された軌道上の箇所(動揺箇所)を特定して再検査や補修作業を行っている。この場合、基準値を超える動揺があった箇所を探すことができるように、測定装置による測定中、所定間隔ごとに手動で位置情報を入力し、また、列車に設置したビデオカメラで軌道周囲を撮影し、測定データとビデオ画像に基づき、経験とマップを見ながら基準値を超える動揺箇所を特定している。なお、測定装置を列車に常設するタイプのものもあるが、基準値を超える動揺箇所の特定は基本的には同じである。
【発明が解決しようとする課題】
しかし、ビデオ画像を手掛かりに保線員が基準値を超える動揺箇所を探すのは極めて時間のかかる作業であった。そこで、GPSを活用して基準値を超える動揺箇所を探すことが考えられる。
ところで、列車にGPS受信機を設置してGPSデータから生成した列車速度及び運転経路と、標準速度データベース及び標準経路データベースとを比較することにより運転異常を検出する運行管理システムが提案されている(例えば、特許文献1参照)。
また、列車にGPS受信機を設置して自車位置を取得するとともに、通信回線により他車位置を取得し、列車運行の安全を確保することも提案されている(例えば、特許文献2参照)。
【特許文献1】
特開2001−341644号公報(図1、図2、図3、図4)
【特許文献2】
特開2000−318613号公報(図1、図2)
このように、運行している列車位置を求める手段としてGPSを使用することは提案されているが、列車動揺が基準値を超える箇所を的確かつ短時間に特定する手段としてGPSを活用しようとする考え方はない。
【課題を解決するための手段】
本発明は上記課題を解決しようとするもので、GPSを活用して列車動揺が基準値を超える箇所を的確かつ短時間に特定しようとするものである。
そのために、本発明は、列車動揺の時間変化を測定する測定装置と、列車に設けられ、位置情報、時間情報、速度情報を出力するGPS装置と、軌道上の複数の基準位置情報を格納したデータベースと、測定装置からの測定データ、GPS装置からの位置情報、時間情報、速度情報が入力されるデータ処理装置とを備え、前記データ処理装置は、GPS装置からの位置情報、時間情報、速度情報と、データベースに格納された基準位置情報に基づき時間に対する列車の走行キロ程を求め、列車動揺が基準値を超えた時間を前記走行キロ程の時間に対応させ、列車動揺が基準値を超えた箇所を特定することを特徴とする。
【発明の実施の形態】
以下、本発明の実施の形態について説明する。
図1は本実施形態のシステム構成を示す概念図である。
測定装置1は従来使用されている可搬タイプ或いは常設タイプのもので、列車の動揺(縦揺れ、横揺れ)のガル(G)値を時間に対する変化データとして測定し、記録するものである。
GPS装置2は列車に取り付けられ、図示しないアンテナで受けた複数の衛星からの電波信号より時間情報、位置情報、列車速度情報を算出して出力するものであり、市販製品が使用可能である。
データ処理装置3はパソコン等からなり、軌道上の確定している基準位置、例えば、駅や踏切等の位置情報(始発位置等からのキロ程)が格納されているデータベース4と、GPS装置2からの時間情報、位置情報、列車速度情報とに基づいて時間に対する走行キロ程を算出し、測定装置1の測定データでG値が基準値を超えた時間(時刻)から、その場所(キロ程)を特定する機能を有している。なお、測定データの時間情報は、測定装置1に時計を内蔵させて得るようにしても、或いはリアルタイムで測定データをデータ処理装置3に取り込み、データ処理装置側の時計機構で得るようにしてもよい。
出力装置5はCRT等のディスプレイ、プリンタ、或いは外部記憶装置等であり、必要に応じてデータを表示、印字、或いは格納することができる。
図2は測定データの例を示す図である。
揺れの大きさを示すG値のデータは測定装置1からデータ処理装置3に時々刻々取り込まれ、時間(時刻)に対するG値の変化として格納される。図示の例ではG値が基準値を超えた時間(時刻)はTgであり、そのときの軌道上の箇所がPである。
図3はGPS装置が出力する時間情報と位置情報(緯度・経度)を説明する図である。
本実施形態では、GPS装置2から出力される3秒ごとの列車の緯度・経度(図の測定点として示した位置)がデータ処理装置3に取り込まれ、時間軸に対する位置情報として格納される。また、測定点の基準位置に対する相対位置関係も求められる。
図4は時間に対する列車走行キロ程を示す図である。
GPS装置1ではより時間間隔の狭い位置情報から列車の速度情報が求められて出力されるので、これに3秒を乗ずることにより、図3における測定点間隔の走行距離が求められる。そして、基準位置は始発等からのキロ程が既知であるので、3秒間の走行距離が求まれば、基準位置のキロ程から時間に対する列車走行のキロ程が求められる。こうして求められる図4の時間と、図2の測定データの時間とを対応させることにより、G値が基準値を超えた時間(時刻)Tgにおける列車走行キロ程、すなわち、G値が基準値を超えた箇所Pが求められる。こうして、極く短時間で的確にG値が基準値を超えた箇所Pを特定することが可能となる。
【発明の効果】
以上のように本発明によれば、GPS装置からの位置情報、時間情報、速度情報と、基準位置データから求めた時間に対するキロ程と、測定装置の時間に対するG値の変化データとの時間を対応させることにより、従来に比してG値が基準値を超えた箇所を的確に、かつ格段に短時間に特定することが可能となる。
【図面の簡単な説明】
【図1】本実施形態のシステム構成を示す概念図である。
【図2】測定データの例を示す図である。
【図3】GPS装置が出力する時間情報と位置情報(緯度・経度)を説明する図である。
【図4】時間に対する列車走行キロ程を示す図である。
【符号の説明】
1…測定装置、2…GPS装置、3…データ処理装置、4…基準位置データベース、5…出力装置。
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a system capable of accurately specifying a location on a track where a train swing exceeding a reference value has occurred in a short time using a GPS.
[Prior art]
In the conventional train sway management, for example, a measuring device is carried into a vehicle, and the pitch and roll of the train are measured as gal (G) values. Re-inspection and repair work are performed by identifying the location on the orbit where the values were recorded (oscillation location). In this case, during the measurement by the measuring device, manually input the position information at predetermined intervals, and also use a video camera installed on the train to search around the track so that it is possible to search for a place where the vibration exceeds the reference value. Based on the measurement data and the video image, the user has identified the shaking point that exceeds the reference value while looking at the experience and the map. In addition, there is a type in which a measuring device is permanently installed in a train, but the specification of a shaking point exceeding a reference value is basically the same.
[Problems to be solved by the invention]
However, it was extremely time-consuming for a tracker to find a shaking point exceeding a reference value based on a video image. Therefore, it is conceivable to search for a shaking point exceeding a reference value by utilizing the GPS.
By the way, an operation management system that detects a driving abnormality by comparing a train speed and a driving route generated from GPS data by installing a GPS receiver in a train with a standard speed database and a standard route database has been proposed ( For example, see Patent Document 1).
It has also been proposed to install a GPS receiver in a train to acquire the position of the own vehicle and acquire the position of another vehicle by a communication line to ensure the safety of train operation (for example, see Patent Document 2). .
[Patent Document 1]
JP 2001-341644 A (FIGS. 1, 2, 3, and 4)
[Patent Document 2]
JP-A-2000-318613 (FIGS. 1 and 2)
As described above, it has been proposed to use the GPS as a means for determining the position of a running train. However, it is intended to utilize the GPS as a means for accurately and quickly specifying a location where the train sway exceeds a reference value. No idea.
[Means for Solving the Problems]
The present invention is intended to solve the above-described problem, and aims to accurately and quickly identify a location where train sway exceeds a reference value by using GPS.
For this purpose, the present invention stores a measurement device that measures the time change of train sway, a GPS device that is provided in the train and outputs position information, time information, and speed information, and a plurality of reference position information on a track. A database, and a data processing device to which measurement data from the measurement device, position information, time information, and speed information from the GPS device are input, wherein the data processing device includes position information, time information, and speed from the GPS device. Information, and the travel distance of the train with respect to time is obtained based on the reference position information stored in the database, and the time when the train sway exceeds the reference value corresponds to the time of the travel kilometers, and the train sway exceeds the reference value. It is characterized by specifying the place where it was done.
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described.
FIG. 1 is a conceptual diagram showing a system configuration of the present embodiment.
The measuring device 1 is a portable type or a permanent type which is conventionally used, and measures and records a gal (G) value of a train sway (pitch, roll) as change data with respect to time.
The GPS device 2 is attached to a train and calculates and outputs time information, position information, and train speed information from radio signals from a plurality of satellites received by an antenna (not shown), and commercially available products can be used.
The data processing device 3 is composed of a personal computer or the like, and has a database 4 in which positional information (eg, a kilometer from a starting position, etc.) of a fixed reference position on a track, such as a station or a railroad crossing, is stored. From the time based on the time information, the position information and the train speed information from the vehicle, and from the time (time) when the G value exceeds the reference value in the measurement data of the measuring device 1, the location (km ) Is specified. The time information of the measurement data may be obtained by incorporating a clock in the measurement device 1, or the measurement data may be acquired in real time by the data processing device 3 and obtained by the clock mechanism of the data processing device. Good.
The output device 5 is a display such as a CRT, a printer, or an external storage device, and can display, print, or store data as needed.
FIG. 2 is a diagram showing an example of the measurement data.
Data of the G value indicating the magnitude of the fluctuation is fetched from the measuring device 1 to the data processing device 3 from time to time and stored as a change in the G value with respect to time (time). In the illustrated example, the time (time) when the G value exceeds the reference value is Tg, and the point on the trajectory at that time is P.
FIG. 3 is a diagram illustrating time information and position information (latitude / longitude) output by the GPS device.
In the present embodiment, the latitude / longitude (position shown as a measurement point in the figure) of the train every three seconds output from the GPS device 2 is taken into the data processing device 3 and stored as position information on the time axis. Further, a relative positional relationship between the measurement point and the reference position is also obtained.
FIG. 4 is a diagram showing a train traveling kilometer with respect to time.
In the GPS device 1, the speed information of the train is obtained and output from the position information with a narrower time interval. By multiplying this by 3 seconds, the travel distance at the measurement point interval in FIG. 3 is obtained. Then, since the reference position is about a kilometer from the first train or the like, if the travel distance for three seconds is obtained, the kilometer of the train traveling with respect to time is obtained from the kilometer of the reference position. By associating the time of FIG. 4 obtained in this way with the time of the measurement data of FIG. 2, the train traveled kilometers at the time (time) Tg at which the G value exceeded the reference value, that is, the G value was less than the reference value. Exceeded point P is required. In this way, it is possible to accurately specify the point P where the G value exceeds the reference value in a very short time.
【The invention's effect】
As described above, according to the present invention, the time between the position information, time information, and speed information from the GPS device, the kilometer relative to the time obtained from the reference position data, and the G value change data with respect to the time of the measuring device is calculated. By doing so, it is possible to accurately and remarkably identify a portion where the G value exceeds the reference value as compared with the related art.
[Brief description of the drawings]
FIG. 1 is a conceptual diagram illustrating a system configuration according to an embodiment.
FIG. 2 is a diagram showing an example of measurement data.
FIG. 3 is a diagram illustrating time information and position information (latitude / longitude) output by a GPS device.
FIG. 4 is a diagram showing a train traveling kilometers with respect to time.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Measuring device, 2 ... GPS device, 3 ... Data processing device, 4 ... Reference position database, 5 ... Output device.

Claims (1)

列車動揺の時間変化を測定する測定装置と、
列車に設けられ、位置情報、時間情報、速度情報を出力するGPS装置と、
軌道上の複数の基準位置情報を格納したデータベースと、
測定装置からの測定データ、GPS装置からの位置情報、時間情報、速度情報が入力されるデータ処理装置とを備え、
前記データ処理装置は、GPS装置からの位置情報、時間情報、速度情報と、データベースに格納された基準位置情報に基づき時間に対する列車の走行キロ程を求め、列車動揺が基準値を超えた時間を前記走行キロ程の時間に対応させ、列車動揺が基準値を超えた箇所を特定することを特徴とするGPSを用いた列車動揺箇所検出システム。
A measuring device for measuring a time change of the train sway,
A GPS device provided on the train to output position information, time information, and speed information;
A database storing information on a plurality of reference positions on the orbit,
A data processing device to which measurement data from the measurement device, position information from the GPS device, time information, and speed information are input;
The data processing device obtains the travel distance of the train with respect to time based on the position information, time information, speed information from the GPS device and the reference position information stored in the database, and determines the time when the train sway exceeds the reference value. A train sway location detection system using a GPS, wherein a location where the train sway exceeds a reference value is specified in correspondence with the traveled kilometer time.
JP2002264115A 2002-09-10 2002-09-10 Train oscillation location detection system using GPS Expired - Fee Related JP4056050B2 (en)

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Cited By (10)

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WO2006092906A1 (en) * 2005-03-01 2006-09-08 Hokkaido Railway Company System for analyzing shaking of traveling vehicle and method for analyzing shaking of traveling vehicle
JP2006327551A (en) * 2005-05-30 2006-12-07 Tmp:Kk Vehicle operation management system, vehicle using the system, and track abnormality diagnostic method
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* Cited by examiner, † Cited by third party
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JP2008513633A (en) * 2004-09-20 2008-05-01 ドイチュ・バーン・アーゲー Diagnose and monitor the condition of points, intersections or intersections with crossovers and rail joints and railroad vehicles for railroad heterogeneity
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WO2006092906A1 (en) * 2005-03-01 2006-09-08 Hokkaido Railway Company System for analyzing shaking of traveling vehicle and method for analyzing shaking of traveling vehicle
JP2006327551A (en) * 2005-05-30 2006-12-07 Tmp:Kk Vehicle operation management system, vehicle using the system, and track abnormality diagnostic method
JP2006327525A (en) * 2005-05-30 2006-12-07 East Japan Railway Co Wheel flange oiling device and its control method
JP2007245916A (en) * 2006-03-16 2007-09-27 Railway Technical Res Inst Simple traveling passage measurement system
JP4665829B2 (en) * 2006-05-18 2011-04-06 三菱電機株式会社 On-vehicle wireless device and vehicle wireless communication system using this device
JP2007312080A (en) * 2006-05-18 2007-11-29 Mitsubishi Electric Corp On-vehicle radio device and vehicle wireless communication system using the same device
JP2008008660A (en) * 2006-06-27 2008-01-17 Pal System Kk Kilo-post data acquisition method and system
JP2009202833A (en) * 2008-02-29 2009-09-10 Meidensha Corp Train approach alarming system
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CN114771599B (en) * 2022-04-27 2024-01-05 上海申浙数智轨道科技有限公司 Track fault positioning method, system, storage medium and electronic equipment

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