JP5171712B2 - Railroad crossing control device - Google Patents

Railroad crossing control device Download PDF

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JP5171712B2
JP5171712B2 JP2009079788A JP2009079788A JP5171712B2 JP 5171712 B2 JP5171712 B2 JP 5171712B2 JP 2009079788 A JP2009079788 A JP 2009079788A JP 2009079788 A JP2009079788 A JP 2009079788A JP 5171712 B2 JP5171712 B2 JP 5171712B2
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crossing
vehicle
level crossing
control unit
speed
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JP2010228648A (en
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光彰 鈴木
稔 森
道王 金山
修二 佐藤
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Toshiba Corp
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本発明は、車上から踏切遮断機の動作タイミングを指示する踏切制御に関するものである。   The present invention relates to a railroad crossing control for instructing the operation timing of a railroad crossing barrier from the vehicle.

列車の高速運転、高密度運転、更にラッシュアワーにおける低速走行により踏切の遮断時間が長くなる傾向にある。踏切遮断時間を短くする方法として、車上側で遮断機の開閉タイミングを計算し、無線で踏切装置と通信する方法がある。   Railroad crossing time tends to be longer due to high-speed operation of trains, high-density operation, and low-speed driving during rush hours. As a method of shortening the level crossing interruption time, there is a method of calculating the opening / closing timing of the circuit breaker on the upper side of the vehicle and communicating with the level crossing device wirelessly.

特許文献1に記載された踏切制御システムでは、運転制御装置が適当な地点で走行制御パターンと、車両の走行位置及び速度と踏切位置に基づいて、踏切を制御する適切なタイミング時刻を求める。又、踏切の直前に停止する踏切停止走行制御パターンを発生させる。運転制御装置は、踏切に設置された踏切制御装置に対して無線装置を介して踏切制御指令を送信する。踏切制御装置は受信応答信号と踏切正常信号を運転制御装置へ返す。運転制御装置は両信号を受信することにより踏切停止走行制御パターンを消去する。   In the level crossing control system described in Patent Document 1, the driving control device obtains an appropriate timing time for controlling the level crossing at an appropriate point based on the travel control pattern, the travel position and speed of the vehicle, and the level crossing position. Further, a crossing stop traveling control pattern that stops immediately before the crossing is generated. The operation control device transmits a level crossing control command to the level crossing control device installed at the level crossing via the wireless device. The crossing control device returns a reception response signal and a crossing normal signal to the operation control device. The driving control device deletes the crossing stop traveling control pattern by receiving both signals.

しかし、特許文献1の踏切制御システムでは、踏切停止走行制御パターンが消去された後には、規定された必要警報時間(警報が鳴り出してから遮断機が下りるときまでの時間、遮断機が下りてから、列車が踏み切りに到達するまでの時間等)が必ずしも確保されない。   However, in the level crossing control system of Patent Document 1, after the level crossing stop traveling control pattern is erased, the specified required alarm time (the time from when the alarm sounds to the time when the breaker goes down, after the breaker goes down) The time until the train reaches the railroad crossing) is not necessarily secured.

特許文献2に記載された踏切制御システムでは、このことを考慮して、運転制御装置が遮断完了を受信した場合に、車両の現在位置、現在速度から、最大加速度をして走行制御(制限速度)パターンに従って走行したときの踏切までの到達時間が、規定の時間以上か否か判定する。規定の時間以上であるときは即座に踏切制御パターンの消去を行い、規定の時間以下のときには、不足する時間に応じた遅延の後に踏切停止走行制御パターンの消去を行う。   In the railroad crossing control system described in Patent Document 2, in consideration of this, when the driving control device receives a shut-off completion, the maximum acceleration is calculated from the current position and current speed of the vehicle, and the travel control (restricted speed) is performed. ) It is determined whether the arrival time until the railroad crossing when traveling according to the pattern is equal to or longer than a specified time. When the time is longer than the specified time, the level crossing control pattern is immediately deleted. When the time is less than the specified time, the level crossing stop traveling control pattern is deleted after a delay corresponding to the insufficient time.

特公平7−10667JP 7-10667 特開2004−224155JP 2004-224155 A

特許文献1に記載された踏切制御システムでは、特許文献2が述べているように、踏切制御パターンが消去された後の走行方法によっては必要警報時間が確保されないという課題がある。   In the railroad crossing control system described in Patent Literature 1, as described in Patent Literature 2, there is a problem that the required alarm time cannot be secured depending on the traveling method after the railroad crossing control pattern is erased.

又、特許文献2では、必要警報時間(規定時間)を確保するために、運転制御装置が遮断又は警報完了信号を受信した場合に、車両の現在位置、現在速度から最大加速を行い、走行制御パターンに従って走行したときの踏切までの到達時間から警報時間を決めているが、最大加速度で走行しなかった場合は、その分遮断時間が長くなるという課題がある。   Further, in Patent Document 2, in order to ensure a necessary alarm time (specified time), when the operation control device receives a cutoff or alarm completion signal, maximum acceleration is performed based on the current position and current speed of the vehicle, and travel control is performed. The alarm time is determined from the arrival time until the railroad crossing when traveling according to the pattern. However, when the vehicle does not travel at the maximum acceleration, there is a problem that the interruption time becomes longer accordingly.

ところで、特許文献2の図2によると、走行制御パターンPTはそのパターン以下に速度が維持されるような制御曲線である。又、特許文献2の図3では、踏切までの到達時間を計算する時点での車両の現在速度Vaは、最大加速によって走行制御パターンPTで決まる最高許容速度よりも下の速度となっている。つまり、走行制御パターンPTは、ATS−P(パターン制御式列車自動停止装置)やATC(自動列車制御装置)のブレーキ曲線に該当し、信号機による減速・停止パターン及び、曲線や分岐の安全通過、勾配での停止距離確保、乗客の乗り心地確保等のための減速パターンと考えられる。   Incidentally, according to FIG. 2 of Patent Document 2, the traveling control pattern PT is a control curve in which the speed is maintained below the pattern. In FIG. 3 of Patent Document 2, the current speed Va of the vehicle at the time of calculating the arrival time until the railroad crossing is lower than the maximum allowable speed determined by the travel control pattern PT by the maximum acceleration. That is, the traveling control pattern PT corresponds to a brake curve of ATS-P (pattern controlled train automatic stop device) or ATC (automatic train control device), a deceleration / stop pattern by a traffic light, and safe passage of a curve or a branch, This is considered to be a deceleration pattern for securing a stopping distance on a slope and passenger comfort.

これらの走行制御は車両速度がパターンを越えた時にのみ行うものであり、パターンを下回っている限りにおいては加速も減速も制御するものではなく、その速度制御は運転士の裁量に委ねられている。従って、踏切に到達するまでの走行時間にばらつきが生じる。例えば、分岐器の無い駅、いわゆる棒線駅などは、停止する列車に対しても進行信号が出力されている。つまり、停止する列車の走行すべき軌跡は走行制御パターンとは異なっており、特許文献2の方法では、踏切遮断時間が長くなってしまう。又、平行ダイヤと言って、列車密度を向上するためにラッシュ時は各駅停車も急行列車も駅間を同じ時間で走行するように設定することがある。先行列車の影響が無いとき、駅での停止/加速部分を除いて、走行制御パターンは両者同じになるが、実際の走行速度は時間調整のため、急行列車は各駅停車よりも低速で走行することになり、踏切の制御タイミングは両者で異なってくる。   These travel controls are performed only when the vehicle speed exceeds the pattern, and as long as the vehicle speed is below the pattern, neither acceleration nor deceleration is controlled, and the speed control is left to the discretion of the driver. . Therefore, the travel time until the railroad crossing is reached varies. For example, at a station without a turnout, a so-called bar line station, a progress signal is also output to a train that stops. That is, the trajectory to be traveled by the train to be stopped is different from the travel control pattern, and in the method of Patent Document 2, the level crossing interruption time becomes long. In addition, in order to improve train density, a parallel diamond may be set so that each station stop and express train travel between stations at the same time during rush hours. When there is no influence from the preceding train, the traveling control patterns are the same except for the stop / acceleration part at the station, but the actual traveling speed is adjusted for time, so the express train travels at a lower speed than the stop at each station In other words, the control timing of a crossing differs between the two.

本発明は、踏切の必要警報時間を確保すると共に、車両の走行速度に係らず踏切の遮断時間を一定とすることを目的とする。又、障害物センサが作動した場合あるいは非常停止ボタンが押されたときに、自動的に車両を停止させることを目的とする。更に、車上踏切制御部を持たない車両、車上踏切制御部が故障している車両に対しても、必要な警報時間を確保することを目的とする。   An object of the present invention is to secure a necessary alarm time for a level crossing and to make the level crossing interruption time constant regardless of the traveling speed of the vehicle. Another object is to automatically stop the vehicle when an obstacle sensor is activated or when an emergency stop button is pressed. It is another object of the present invention to secure a necessary alarm time for a vehicle that does not have an onboard crossing control unit and a vehicle in which the onboard crossing control unit is out of order.

前記課題を解決するため本発明では、踏切までの到達時間を走行制御パターンによって予測するのではなく、現在距離・速度及び列車ダイヤから、今後走行する運転曲線(車両速度)を予測し、この予測運転曲線に沿って踏切までの走行時間を予測することにより、踏切の必要警報時間を確保すると共に、遮断時間を一定とする。   In order to solve the above-described problems, the present invention predicts the driving curve (vehicle speed) that will be traveled in the future from the current distance / speed and the train schedule, instead of predicting the arrival time until the railroad crossing by the travel control pattern. By predicting the travel time to the level crossing along the driving curve, the necessary alarm time for the level crossing is ensured and the interruption time is made constant.

本発明の一実施例に係る踏切制御装置は、車両上に車上踏切制御部と、車上踏切制御部から受信した踏切制御指令に基づいて踏切の警報・遮断動作を実行する地上踏切制御部と、車上踏切制部と地上制御部間を接続する送受信部とを備える。前記車上踏切制御部は、車両の走行位置と速度を検出し、走行制御アルゴリズムに従って、車両がある地点からの走行すべき運転曲線(位置/速度の走行軌跡)を予測・生成し、前記運転曲線に沿って現在位置から踏切までの到達時間を算出し、前記到達時間が前記送受信部おける車上/地上間の通信時間を含めて踏切警報・遮断に必要な時間となった地点に達すると、地上踏切制御部に対して遮断指令を出力し、前記遮断指令出力後、踏切停止パターンを生成し、運転制御部へ渡す。   A railroad crossing control device according to an embodiment of the present invention includes an onboard crossing control unit on a vehicle, and a ground crossing control unit that executes a crossing warning / blocking operation based on a crossing control command received from the onboard crossing control unit. And a transmission / reception unit that connects between the vehicle crossing control unit and the ground control unit. The on-vehicle crossing control unit detects a travel position and speed of the vehicle, predicts and generates a driving curve (a travel locus of position / speed) from a certain point according to a travel control algorithm, and generates the driving Calculate the arrival time from the current position to the railroad crossing along the curve, and when the arrival time reaches the point where the time required for the railroad crossing warning / blocking is included, including the on-vehicle / ground communication time in the transceiver Then, a cutoff command is output to the ground level crossing control unit, and after the cutoff command is output, a level crossing stop pattern is generated and passed to the operation control unit.

地上踏切制御部は遮断指令を受信すると、正常応答を前記車上踏切制御部へ返信すると共に、警報装置を稼動させ、一定時間後に遮断機を降下し、前記車上踏切制御部は、地上踏切制御部から正常応答を受信すると、前記踏切停止パターンを消去するよう、運転制御部へ通知する。運転制御部は、地上の信号制御装置による減速パターンと踏切停止パターンのどちらか低い方のパターンに従って、ブレーキ制御指令をブレーキ制御部へ出力する。   When the ground crossing control unit receives the shut-off command, it returns a normal response to the on-vehicle crossing control unit, activates an alarm device, lowers the barrier after a certain time, and the on-road crossing control unit When a normal response is received from the control unit, the operation control unit is notified to delete the railroad crossing stop pattern. The operation control unit outputs a brake control command to the brake control unit according to the lower one of the deceleration pattern and the level crossing stop pattern by the ground signal control device.

本発明の一実施例に係る車上踏切制御部は、運転制御部が予測運転曲線と減速パターンと踏切停止パターンのいずれか速度の低い方のパターンに沿って、モータ制御指令(加速指令)、ブレーキ制御指令を行い、車両を自動運転することを特長とする。   In the vehicle crossing control unit according to one embodiment of the present invention, the driving control unit is configured to follow a motor driving command (acceleration command) according to a lower one of a predicted driving curve, a deceleration pattern, and a level crossing stop pattern. It is characterized by issuing a brake control command and automatically driving the vehicle.

又、本発明に係る車上踏切制御部は、予測・履歴運転曲線表示部が、前記予測運転曲線上に、速度・位置走行履歴(履歴運転曲線)を重ね合わせ表示し、運転士が予測運転曲線に沿って車両を運転するよう支援することを特長とする。   Further, in the vehicle crossing control unit according to the present invention, the prediction / history driving curve display unit superimposes and displays the speed / position driving history (history driving curve) on the predicted driving curve. It is characterized by assisting driving the vehicle along a curve.

又、本発明に係る車上踏切制御部は、踏切装置に設けられた障害検知センサが障害物を検知すると再び踏切停止パターンを生成することにより、一旦踏切制御パターン消去された後に踏切で障害が発生しても車両を踏切手前に停止できることを特長とする。   In addition, the onboard crossing control unit according to the present invention generates a crossing stop pattern again when the obstacle detection sensor provided in the crossing device detects an obstacle, so that the crossing control pattern is once erased and a fault occurs at the crossing. Even if it occurs, the vehicle can stop before the railroad crossing.

又、本発明に係る車上踏切制御部は、踏切装置に設けられた非常停止ボタンが押されると、再び踏切停止パターンを生成することにより、一旦踏切制御パターン消去された後に車両を非常停止できることを特長とする。   In addition, when the emergency stop button provided in the crossing device is pressed, the on-vehicle crossing control unit according to the present invention can generate the crossing stop pattern again, so that the vehicle can be temporarily stopped after the crossing control pattern is once erased. Features.

本発明によれば、踏切の必要警報時間を確保すると共に、車両の走行速度に係らず踏切の遮断時間を一定とすることが可能となる。又、障害物センサが作動した場合あるいは非常停止ボタンが押されたときに、自動的に車両を停止させることができる。更に、車上踏切制御部を持たない車両又は車上踏切制御部が故障している車両に対しても、必要な警報時間を確保することができる。   According to the present invention, it is possible to secure the necessary alarm time for a level crossing and to make the level crossing interruption time constant regardless of the traveling speed of the vehicle. In addition, the vehicle can be automatically stopped when the obstacle sensor is activated or when the emergency stop button is pressed. Furthermore, a necessary alarm time can be secured even for a vehicle that does not have an on-vehicle crossing control unit or a vehicle in which the on-vehicle crossing control unit fails.

本発明の実施例1に係る踏切制御装置の構成を示すブロック図である。It is a block diagram which shows the structure of the level crossing control apparatus which concerns on Example 1 of this invention. 上記実施例1に係る予測運転曲線、制限速度パターン、踏切停止パターンを示す図である。It is a figure which shows the prediction driving | running curve which concerns on the said Example 1, a speed limit pattern, and a level crossing stop pattern. 上記実施例1に係る踏切遮断指令のタイムチャートを示す図である。It is a figure which shows the time chart of the level crossing interruption | blocking instruction | command which concerns on the said Example 1. FIG. 上記実施例1に係る予測運転曲線、制限速度パターン、踏切停止パターンを示す図である。It is a figure which shows the prediction driving | running curve which concerns on the said Example 1, a speed limit pattern, and a level crossing stop pattern. 本発明の実施例2に係る踏切制御装置の構成を示すブロック図である。It is a block diagram which shows the structure of the level crossing control apparatus which concerns on Example 2 of this invention. 本発明の実施例3に係る踏切制御装置の構成を示すブロック図である。It is a block diagram which shows the structure of the level crossing control apparatus which concerns on Example 3 of this invention. 上記実施例3に係る予測・履歴運転曲線の表示例を示す図である。It is a figure which shows the example of a display of the prediction and historical driving | operation curve which concerns on the said Example 3. FIG. 本発明の実施例4に係る踏切装置の構成を示す図である。It is a figure which shows the structure of the level crossing apparatus which concerns on Example 4 of this invention. 本発明の実施例5に係る踏切装置の構成を示す図である。It is a figure which shows the structure of the level crossing apparatus which concerns on Example 5 of this invention. 本発明の実施例6に係る踏切制御装置の構成を示す図である。It is a figure which shows the structure of the level crossing control apparatus which concerns on Example 6 of this invention. 上記実施例6に係る車上/地上踏切制御部の処理を示すフローチャートである。It is a flowchart which shows the process of the on-vehicle / ground level crossing control part which concerns on the said Example 6. FIG.

以下、図面を参照しながら実施の形態について説明する。尚、以下の説明において同一の要素については同一の符号を付してその説明を省略する。   Hereinafter, embodiments will be described with reference to the drawings. In the following description, the same elements are denoted by the same reference numerals and description thereof is omitted.

図1は本発明の実施例1に係る踏切制御装置を示すブロック図である。   FIG. 1 is a block diagram showing a railroad crossing control apparatus according to Embodiment 1 of the present invention.

車上踏切制御部5は、運転曲線予測部16と踏切制御部タイミング演算部17と踏切停止パターン制御部18とから構成される。踏切装置2は路線上に設置され、踏切の警報及び遮断動作を実行し、踏切車上装置1と情報通信を無線で行う。   The on-road crossing control unit 5 includes a driving curve prediction unit 16, a crossing control unit timing calculation unit 17, and a crossing stop pattern control unit 18. The railroad crossing device 2 is installed on a route, performs a railroad crossing warning and blocking operation, and performs information communication with the railroad crossing vehicle upper device 1 wirelessly.

運転曲線予測部16は速度・位置検出部9から車両1の走行位置と速度を入力すると共に、運転制御部6から信号制御装置3の信号情報を入力する。信号制御装置3はATS−PやATC等の地上装置である。速度・位置検出部9は位置補正用トランスポンダと速度発電機による方法や、GPS、ドップラーレーダなどにより行う方法が用いられる。信号制御装置3からの信号情報としては、前車両に接近したときの減速パターン情報の他、臨時速度制限がある。   The driving curve prediction unit 16 inputs the travel position and speed of the vehicle 1 from the speed / position detection unit 9 and inputs signal information of the signal control device 3 from the driving control unit 6. The signal control device 3 is a ground device such as ATS-P or ATC. For the speed / position detection unit 9, a method using a position correcting transponder and a speed generator, or a method using GPS, Doppler radar, or the like is used. The signal information from the signal control device 3 includes a temporary speed limit in addition to deceleration pattern information when approaching the preceding vehicle.

運転曲線予測部16は、入力した速度・位置、信号情報及びデータ記憶部4に記憶された走行制御アルゴリズム12、車両性能DB(データベース)13、路線DB14、列車ダイヤ15に従って、ある地点からの車両が走行すべき運転曲線(位置/速度の走行軌跡)を予測・生成する。すなわち予測運転曲線は、ある地点から先の走行速度を予測した曲線である。この予測運転曲線P1を図2に示す。この予測運転曲線P1は列車ダイヤに応じて決定され、停止駅での減速停止部と発車時の加速部を含んでいることが特徴である。例えば朝のラッシュアワーのような利用客が多い時間帯では、制限速度が同一であっても、この運転曲線は他の時間帯に比べ速度の低いパターンとなる。   The driving curve prediction unit 16 is a vehicle from a certain point according to the input speed / position, signal information and the travel control algorithm 12 stored in the data storage unit 4, the vehicle performance DB (database) 13, the route DB 14, and the train diagram 15. Predicts and generates a running curve (running locus of position / speed) to be run. That is, the predicted driving curve is a curve in which the traveling speed ahead from a certain point is predicted. This predicted operation curve P1 is shown in FIG. The predicted operation curve P1 is determined according to the train schedule, and includes a deceleration stop portion at a stop station and an acceleration portion at the time of departure. For example, in a time zone where there are many passengers such as morning rush hour, even if the speed limit is the same, this driving curve has a lower speed pattern than other time zones.

踏切制御タイミング演算部17は予測運転曲線に沿って現在位置から踏切までの到達時間T1を算出し、到達時間が送受信部8a/8bおける車上−地上間の通信時間を含めて踏切警報・遮断に必要な時間となった地点に達すると、踏切装置2の地上踏切制御部10に対して遮断指令31を出力する。予測運転曲線は踏切通過まで逐次更新するが、遮断指令31の出力後は、踏切への到達時間が短くなるような変更は行わない。尚、通信時間はノイズ等の通信環境に左右されることがあるため、タイマ方式として遮断指令31を残り時間付きで事前に出力しておいても良い。つまり図2において、遮断指令出力時点から予想踏切到達時点までの適切な所要時間が例えば35秒である場合、予想踏切到達時点より例えば40秒手前で通信を開始すると共に時間を計測し、丁度35秒手前になったとき、遮断指令を出力する。こうすれば正確な時点で遮断指令を出力することができる。又、踏切制御タイミング演算部17は車両が踏切を通り過ぎると、地上踏切制御部10に対して遮断解除指令34を出力する。   The level crossing control timing calculation unit 17 calculates the arrival time T1 from the current position to the level crossing along the predicted driving curve, and the level crossing warning / interruption including the on-vehicle / ground communication time in the transmission / reception unit 8a / 8b. When the time point required for the crossing is reached, a cutoff command 31 is output to the ground level crossing control unit 10 of the level crossing device 2. The predicted operation curve is sequentially updated until passing through the level crossing, but no change is made so that the time to reach the level crossing is shortened after the interruption command 31 is output. Since the communication time may be affected by the communication environment such as noise, the cutoff command 31 may be output in advance with the remaining time as a timer method. That is, in FIG. 2, when an appropriate required time from the interruption command output time to the expected level crossing arrival time is, for example, 35 seconds, communication is started, for example, 40 seconds before the expected level crossing arrival time, and the time is measured. When it is before the second, a shutoff command is output. In this way, the shutoff command can be output at an accurate time. Further, the crossing control timing calculation unit 17 outputs a cutoff release command 34 to the ground crossing control unit 10 when the vehicle passes the crossing.

踏切遮断指令に関するタイムチャート例を図3に示す。   FIG. 3 shows an example of a time chart related to the level crossing cutoff command.

踏切警報時間と遮断〜到達までの時間は、「鉄道に関する技術上の基準を定める省令の施行及びこれに伴う国土交通省関係省令の整備等に関する省令 第一条第三号の規定による廃止前の普通鉄道構造規則第四十四条第二項、第四十六条から第四十八条まで、第60条及び第百三十九条第二項の基準を定める告示」では、「警報開始から遮断完了までは15秒を標準とし10秒以上、遮断完了から車両到達までは20秒を標準とし15秒以上あること」と記されている。警報開始から遮断完了までの時間T3を15秒、遮断完了から車両到達までの時間T4は20秒、車上踏切制御部5と地上踏切制御部間10の通信時間T2を1秒とすると、車上踏切制御部5からの遮断指令31は踏切到達の36秒前に出力することになる。   The level crossing warning time and the time from the time of crossing to the time of arrival are as follows: `` Ministerial Ordinance on Enforcement of Ministerial Ordinances for Establishing Technical Standards on Railways and Maintenance of Ministerial Ordinances Related to the Ministry of Land, Infrastructure and Transport The “Notification of the Standards Establishing the Standards of Article 44, Paragraph 2, Articles 46 to 48, Article 60, and Article 139, Paragraph 2 of the Ordinary Railway Structure Regulations” From the completion of the disconnection to the completion of the disconnection, the standard is 15 seconds or more, and from the completion of the disconnection to the arrival of the vehicle, the standard is 20 seconds. Assuming that the time T3 from the alarm start to the completion of the interruption is 15 seconds, the time T4 from the completion of the interruption to the arrival of the vehicle is 20 seconds, and the communication time T2 between the vehicle crossing control unit 5 and the ground level crossing control unit 10 is 1 second, The shut-off command 31 from the upper level crossing control unit 5 is output 36 seconds before reaching the level crossing.

地上踏切制御部10からの正常応答32を受信したときは、踏切停止パターンを消去する。地上踏切制御部10から異常応答33を受信するか、正常応答32を受信できないときは、踏切停止パターンはそのまま残り、車両は停止する。列車速度が踏切停止パターンに当り、減速中に正常応答32を受信した時は、ブレーキは解除されるが、その後の加速は予測時間より早く踏切に到着しない範囲で可能となる。   When the normal response 32 from the ground level crossing control unit 10 is received, the level crossing stop pattern is deleted. When the abnormal response 33 is received from the ground level crossing control unit 10 or when the normal response 32 cannot be received, the level crossing stop pattern remains as it is and the vehicle stops. When the train speed hits the level crossing stop pattern and the normal response 32 is received during deceleration, the brake is released, but the subsequent acceleration is possible within a range that does not arrive at the level crossing earlier than the predicted time.

地上踏切制御部10は遮断指令31を受信かつ踏切装置2に異常が無ければ、正常応答32を車上踏切制御部5へ返信すると共に、警報装置11aを鳴動させ、一定時間後に遮断機11bを降下させる。踏切装置2に異常があれば、異常応答33を車上踏切制御部5へ返信する。又、地上踏切制御部10は遮断解除指令34を受信すると、警報装置11aの鳴動を停止させると共に、遮断機11bを上昇させる。   If the level crossing control unit 10 receives the shut-off command 31 and there is no abnormality in the level crossing device 2, the ground level crossing control unit 10 returns a normal response 32 to the on-vehicle crossing control unit 5 and sounds the alarm device 11a. Lower. If there is an abnormality in the crossing device 2, an abnormal response 33 is returned to the on-vehicle crossing control unit 5. Moreover, when the ground level crossing control part 10 receives the interruption | blocking cancellation | release command 34, while stopping the ringing of the alarm device 11a, the interruption machine 11b is raised.

尚、上記の例では、踏切装置2に異常がなければ、遮断機11bが正常に稼動するものとして正常応答32を即座に返信することとしたが、オプションとして踏切遮断機11bの遮断完了をもって正常応答を返信しても良い。   In the above example, if there is no abnormality in the railroad crossing device 2, the normal response 32 is immediately returned on the assumption that the breaker 11b is operating normally. A response may be returned.

踏切停止パターン制御部18は、踏切制御タイミング演算部17が遮断指令31を出力したタイミングで、当該踏切に対する踏切停止パターンを生成し、運転制御部6へ渡す。地上踏切制御部10から正常応答32を受信した場合は、踏切停止パターン制御部18は、踏切制御パターン消去指令を運転制御部6へ通知する。尚、異常応答33を受信したり、正常応答32がタイムアウトとなった場合は何もしないので、車両1は踏切停止パターンに従って停止することになる。   The level crossing stop pattern control unit 18 generates a level crossing stop pattern for the level crossing at the timing when the level crossing control timing calculation unit 17 outputs the cutoff command 31 and passes it to the operation control unit 6. When the normal response 32 is received from the ground level crossing control unit 10, the level crossing stop pattern control unit 18 notifies the operation control unit 6 of a level crossing control pattern deletion command. Note that nothing is performed when the abnormal response 33 is received or when the normal response 32 times out, so the vehicle 1 stops according to the level crossing stop pattern.

運転制御部6は、ATS−PやATCに該当し、通常は地上の信号制御装置3からの信号に基づいて作成した減速パターンに従って、ブレーキ制御指令をブレーキ制御部7へ出力する。ただし、運転制御部6は予測運転曲線及び踏切停止パターンを入力した時は、図2に示すように予測運転曲線と踏切停止パターンのどちらか低い方のパターンに従って、ブレーキ制御指令をブレーキ制御部7へ出力する。尚、予測運転曲線は減速パターンを上回ることは無い。   The operation control unit 6 corresponds to ATS-P or ATC, and normally outputs a brake control command to the brake control unit 7 in accordance with a deceleration pattern created based on a signal from the ground signal control device 3. However, when the predicted driving curve and the level crossing stop pattern are input, the driving control unit 6 sends a brake control command to the brake control unit 7 according to the lower one of the predicted driving curve and the level crossing stop pattern as shown in FIG. Output to. Note that the predicted operating curve does not exceed the deceleration pattern.

図4は駅間運転時間に余裕がある場合の予測運転曲線の1例を予測運転曲線P2として示す。余裕を使うために、最高速度を落して走行している。この例の場合、走行速度が低くなっているため、遮断指令を出す地点L2を図2のL1に比べて踏切寄りとし、遮断指令出力から踏切到達までが36秒で同一であるように調整する。   FIG. 4 shows an example of a predicted operation curve when there is a margin in the operation time between stations as a predicted operation curve P2. In order to use the margin, I run at a lower maximum speed. In this example, since the traveling speed is low, the point L2 where the shutoff command is issued is closer to the level crossing than L1 in FIG. 2, and is adjusted so that the time from the shutoff command output to the level crossing is the same in 36 seconds. .

(実施例1の効果)
本実施例1によれば、踏切までの予測到達時間を列車ダイヤの情報を含めて計算するので、安全確保のための制限速度パターンを下回る速度で走行する様々なケースにおいて、踏切遮断時間を一定とすることができる。又、信号制御装置3からの信号情報を使用して逐次運転曲線を予測(計算)するので、前列車に接近したことを示す信号あるいは臨時速度制限を示す信号が、信号制御装置3から入力された時にも適切な予測ができる。更に、予測到達時間よりも早く到達することを防ぐ列車制御を行うので、必要な踏切遮断時間を確保することができる。
(Effect of Example 1)
According to the first embodiment, the estimated arrival time until the railroad crossing is calculated including the information on the train schedule. Therefore, in various cases where the vehicle travels at a speed lower than the speed limit pattern for ensuring safety, the railroad crossing interruption time is constant. It can be. Further, since the sequential operation curve is predicted (calculated) using the signal information from the signal control device 3, a signal indicating that the vehicle has approached the previous train or a signal indicating a temporary speed limit is input from the signal control device 3. Appropriate predictions can be made even when Furthermore, since the train control is performed to prevent the arrival at an earlier time than the predicted arrival time, a necessary level crossing interruption time can be ensured.

図5は本発明の実施例2に係る踏切制御装置の一例を示すブロック図である。   FIG. 5 is a block diagram showing an example of a railroad crossing control apparatus according to Embodiment 2 of the present invention.

運転制御部6’はATO(自動列車運転装置)に該当し、通常は地上の信号制御装置3からの信号に基づく制限速度パターンより速度の低い目標速度パターンに沿って走行するように、加速指令をモータ制御部22へブレーキ制御指令をブレーキ制御部7へ出力する。   The operation control unit 6 ′ corresponds to an ATO (automatic train operation device), and is usually an acceleration command so as to travel along a target speed pattern that is lower than the speed limit pattern based on the signal from the signal control device 3 on the ground. Is output to the motor control unit 22 and a brake control command is output to the brake control unit 7.

ただし、予測運転曲線と踏切停止パターンを入力した時は、予測運転曲線と踏切停止パターンのどちらか低い方のパターンに沿って、加速時は加速指令をモータ制御部22へ、減速時はブレーキ制御指令をブレーキ制御部7へ出力する。   However, when the predicted driving curve and the level crossing stop pattern are input, the acceleration command is sent to the motor control unit 22 during acceleration and the brake control is set during deceleration according to the lower of the predicted driving curve and level crossing stop pattern. The command is output to the brake control unit 7.

(実施例2の効果)
本実施例2によれば、車両を自動運転することにより、運転士の裁量による加速制御のばらつきを排除し、踏切遮断時間を更に一定とすることができる。
(Effect of Example 2)
According to the second embodiment, by automatically driving the vehicle, variations in acceleration control due to the discretion of the driver can be eliminated, and the level crossing interruption time can be made more constant.

図6は本発明の実施例3に係る踏切制御装置を示すブロック図である。   FIG. 6 is a block diagram showing a railroad crossing control apparatus according to Embodiment 3 of the present invention.

予測・履歴運転曲線表示部21は、運転曲線予測部16から予測運転曲線を入力してモニタ等に表示する。更に、速度・位置検出部9から逐次車両の速度・位置を入力し、速度・位置走行履歴(履歴運転曲線)を重ね合わせ表示する。表示例を図7に示す。運転士はモニタを見て、列車速度の実測値を示す履歴運転曲線P4が、予測運転曲線P3に一致するように、列車速度を適切かつ容易に制御できる。   The prediction / history driving curve display unit 21 inputs the predicted driving curve from the driving curve prediction unit 16 and displays it on a monitor or the like. Further, the speed / position of the vehicle is sequentially input from the speed / position detection unit 9, and the speed / position travel history (history operation curve) is superimposed and displayed. A display example is shown in FIG. The driver looks at the monitor and can appropriately and easily control the train speed so that the history operation curve P4 indicating the actual value of the train speed matches the predicted operation curve P3.

(実施例3の効果)
本実施例3によれば、ATS−P,ATCのように加速制御を持たない列車制御装置を搭載した車両や、通常のATSのように停止制御のみで減速制御機能を持たない車両に対しても踏切遮断時間を一定とするように、運転士を支援することができる。
(Effect of Example 3)
According to the third embodiment, for vehicles equipped with a train control device that does not have acceleration control such as ATS-P and ATC, and vehicles that do not have a deceleration control function with only stop control such as normal ATS. In addition, the driver can be supported so that the crossing time is constant.

図8は本発明の実施例4に係る踏切制御装置のうち、踏切装置側の一例を示すブロック図である。   FIG. 8: is a block diagram which shows an example of the crossing apparatus side among the crossing control apparatuses based on Example 4 of this invention.

踏切遮断動作中に障害検知センサ23aが障害物を検知すると、地上踏切制御部10は異常応答33を送受信部8a/8bを経由して車上踏切制御部5へ通知する。車上踏切制御部5の踏切停止パターン制御部18は、再度踏切停止パターンを生成し、運転制御部6へ通知する。   When the obstacle detection sensor 23a detects an obstacle during the level crossing blocking operation, the ground level crossing control unit 10 notifies the on-vehicle level crossing control unit 5 of the abnormal response 33 via the transmission / reception unit 8a / 8b. The crossing stop pattern control unit 18 of the on-vehicle crossing control unit 5 generates a crossing stop pattern again and notifies the driving control unit 6 of it.

図9は本発明の実施例5に係る踏切制御装置のうち、踏切装置側の一例を示すブロック図である。   FIG. 9 is a block diagram illustrating an example of the crossing device side in the crossing control device according to the fifth embodiment of the present invention.

非常停止ボタン23bの押下を検知すると、地上踏切制御部10は異常応答33を送受信部8a/8bを経由して車上踏切制御部5へ通知する。車上踏切制御部5の踏切停止パターン制御部18は再度踏切停止パターンを生成し、運転制御部6へ通知する。   When the pressing of the emergency stop button 23b is detected, the ground level crossing control unit 10 notifies the onboard crossing control unit 5 of the abnormal response 33 via the transmission / reception unit 8a / 8b. The crossing stop pattern control unit 18 of the on-vehicle crossing control unit 5 generates a crossing stop pattern again and notifies the driving control unit 6 of it.

(実施例4及び実施例5の効果)
本実施例4及び実施例5によれば、実施例1〜3の踏切制御装置に対して、障害物センサや非常停止ボタンが押されたときに、自動的に車両を停止させる機能を付加することができる。
(Effect of Example 4 and Example 5)
According to the fourth embodiment and the fifth embodiment, a function of automatically stopping the vehicle when an obstacle sensor or an emergency stop button is pressed is added to the crossing control devices of the first to third embodiments. be able to.

図10は本発明の実施例6に係る踏切制御装置を示すブロック図である。   FIG. 10 is a block diagram showing a railroad crossing control apparatus according to Embodiment 6 of the present invention.

本実施例では、通過車両が前述した実施例のように無線対応車両であるか判断し、無線対応車両である場合には、上記実施例1〜5のように踏切装置2が無線で制御され、非無線対応車両である場合には、従来と同様な方法で踏切装置2が制御される。   In this embodiment, it is determined whether the passing vehicle is a wireless-compatible vehicle as in the above-described embodiment. If the passing vehicle is a wireless-compatible vehicle, the railroad crossing device 2 is wirelessly controlled as in the first to fifth embodiments. In the case of a non-wireless vehicle, the railroad crossing device 2 is controlled in the same manner as in the prior art.

地上には当該線区を走行する最速の車両が走行した場合でも、踏切の警報・遮断に必要となる時間と、通過車両が無線対応か否か判定するための時間とを加えた時間を確保できるような位置に通過検知器24aが設置される。この通過検知器24aの先には、従来の踏切用列車通過検知器が設置されている。一方、車両1上にも通過検知器24bが装備される。   Even when the fastest vehicle traveling on the line travels on the ground, the time required for alarm / blocking of the level crossing and the time for determining whether the passing vehicle is wireless compatible are secured. The passage detector 24a is installed at a position where it can be done. A conventional train crossing detector for level crossings is installed at the tip of the passage detector 24a. On the other hand, a passage detector 24b is also provided on the vehicle 1.

通過検知器24a/24bは、車両が通過検知器24a上を通過すると、通過信号をそれぞれ地上踏切制御部10及び車上踏切制御部5へ通知する。尚、地上側の通過検知器24aは、車上に通過検知器24bを持たない車両の通過も検知できるものとする。例えば、軌道回路とトランスポンダ(両方向通信器)を装備し、地上踏み切り制御部10は軌道回路で車両の通過を検知し、車上の通過検知器24bはトランスポンダによって通過を検知する。別の例では車軸検知器とRFID(無線タグ)を装備し、地上踏み切り制御部10は車軸検知器で車両の通過を検知し、車上の通過検知器24bはRFIDからの読み出し情報によって通過を検知する。   When the vehicle passes over the passage detector 24a, the passage detectors 24a / 24b notify passage signals to the ground level crossing control unit 10 and the vehicle level crossing control unit 5, respectively. The ground-side passage detector 24a can also detect the passage of a vehicle that does not have the passage detector 24b on the vehicle. For example, a track circuit and a transponder (two-way communicator) are provided, the ground crossing control unit 10 detects the passage of the vehicle by the track circuit, and the passage detector 24b on the vehicle detects the passage by the transponder. In another example, an axle detector and an RFID (wireless tag) are provided, the ground level crossing control unit 10 detects the passage of the vehicle with the axle detector, and the passage detector 24b on the vehicle detects the passage by reading information from the RFID. Detect.

以下、車上踏切制御部5と地上踏切制御部10の処理を図11を参照して説明する。   Hereinafter, processing of the vehicle crossing control unit 5 and the ground crossing control unit 10 will be described with reference to FIG.

車上踏切制御部5は、通過信号35aの通知を受けると(ステップS101)、機能稼働中信号41を地上踏切制御部10へ無線で通知する(ステップS102)。   When receiving the notification of the passing signal 35a (step S101), the on-vehicle crossing control unit 5 notifies the ground level crossing control unit 10 by radio (step S102).

地上踏切制御部10は、通過信号35bの通知を受けると(ステップS201)、機能稼働中信号41の受信待ち状態となる(ステップS202)。   When the ground level crossing control unit 10 receives the notification of the passage signal 35b (step S201), the ground level crossing control unit 10 waits to receive the function operating signal 41 (step S202).

地上踏切制御部10は、機能稼動中信号41を一定時間内に受信した場合、車上踏切制御部5からの踏切遮断指令31により、踏切の警報・遮断制御を行う(車上踏切制御部との協調制御モード)(S204)。機能稼動中信号を一定時間内に受信できない場合は、踏切遮断指令31によらずに、警報・遮断制御を行う(地上踏切制御部による単独制御モード)(S205−S206)。通過検知器24aは踏切通過後の位置にも設置してあり、車両を検知すると地上踏切制御部は踏切警報を停止し、遮断機を開放する(S207−S209)。   When the level crossing control unit 10 receives the function operation signal 41 within a predetermined time, the level crossing control unit 10 performs a level crossing warning / interruption control 31 according to the level crossing cutoff command 31 from the vehicle crossing control unit 5 (the vehicle crossing control unit and Cooperative control mode) (S204). When the function operating signal cannot be received within a predetermined time, alarm / shutoff control is performed without using the level crossing cutoff command 31 (individual control mode by the ground level crossing control unit) (S205-S206). The passage detector 24a is also installed at a position after passing the level crossing. When the vehicle is detected, the ground level crossing control unit stops the level crossing alarm and opens the circuit breaker (S207-S209).

(実施例6の効果)
本実施例6によれば、車上踏切制御部を持つ車両、持たない車両の混在走行が可能であり、実施例1から3の踏切装置を段階的に導入することが可能となる。又、車上踏切制御部が故障した車両も走行させることができる。
(Effect of Example 6)
According to the sixth embodiment, a vehicle having a vehicle crossing control unit and a vehicle having no vehicle crossing can be traveled, and the crossing devices of the first to third embodiments can be introduced step by step. In addition, a vehicle in which the vehicle onboard crossing control unit has failed can be driven.

1…車両、2…踏切装置、3…信号制御装置、4…車上データ記憶部、5…車上踏切制御部、6…運転制御部、7…ブレーキ制御部、8a…送受信部(車上側)、8b…送受信部(踏切側)、9…速度・位置検出部、10…地上踏切制御部、11a…踏切警報装置、11b…踏切遮断機、12…走行制御アルゴリズム格納部、13…車両性能DB格納部、14…路線DB格納部、15…列車ダイヤ格納部、16…運転曲線予測部、17…踏切制御タイミング演算部、18…踏切停止パターン制御部、21…予測・履歴運転曲線表示部、22…モータ制御部、23a…障害検知センサ、23b…非常停止ボタン、24a…通過検知器(地上側)、24b…通過検知器(車上側)、31…遮断指令、32…正常応答、33…異常応答、34…遮断解除指令、41…機能稼働中信号。   DESCRIPTION OF SYMBOLS 1 ... Vehicle, 2 ... Railroad crossing device, 3 ... Signal control device, 4 ... Vehicle data storage part, 5 ... Vehicle crossing control part, 6 ... Driving control part, 7 ... Brake control part, 8a ... Transmission / reception part (vehicle upper side) ), 8b: Transmission / reception unit (crossing side), 9: Speed / position detection unit, 10: Ground level crossing control unit, 11a: Level crossing warning device, 11b ... Level crossing breaker, 12 ... Travel control algorithm storage unit, 13 ... Vehicle performance DB storage unit, 14 ... route DB storage unit, 15 ... train diagram storage unit, 16 ... driving curve prediction unit, 17 ... crossing control timing calculation unit, 18 ... crossing stop pattern control unit, 21 ... prediction / history driving curve display unit , 22 ... motor control unit, 23a ... failure detection sensor, 23b ... emergency stop button, 24a ... passage detector (ground side), 24b ... passage detector (vehicle upper side), 31 ... cut-off command, 32 ... normal response, 33 … Abnormal response, 34… blocking Removal instruction, 41 ... function operation in the signal.

Claims (3)

踏切の警報及び遮断動作を実行する踏切装置を制御する地上踏切制御部と通信を行ない
該地上踏切制御部を制御する、車両上に備えられる車上踏切制御装置であって、
前記地上踏切制御部との通信を無線で行う送受信部と、
路線上のある地点から先の走行速度を示す運転曲線を、列車ダイヤ、現在位置、路線情
報に応じて予測し、予測運転曲線を生成する手段と、
前記予測運転曲線に基づき、現在位置から踏切までの到達時間を予測する手段と、
前記予測運転曲線及び到達時間に基づき、踏切警報及び遮断に必要な時間を確保できる
踏切制御指令発信位置を算出し、車両が当該位置に到達したら踏切に対して遮断指令を出
力する手段と、
前記遮断指令を出力後に前記踏切の手前に停止するための踏切停止パターンを生成する
一方、前記踏切制御部からの正常応答により前記踏切停止パターンを消去するとともに、
この踏切停止パターンを消去した後に前記地上踏切制御部から異常信号を受信すると、踏
切停止パターンを再生成する手段と、
を具備することを特徴とする車上踏切制御装置。
A vehicle level crossing control device provided on a vehicle for communicating with a ground level crossing control unit that controls a level crossing control unit that controls a level crossing device that performs a crossing warning and blocking operation, and controls the ground level crossing control unit,
A transmitting / receiving unit that wirelessly communicates with the ground level crossing control unit;
A means for predicting an operation curve indicating a travel speed ahead from a certain point on the route according to train schedule, current position, route information, and generating a predicted operation curve;
Means for predicting the arrival time from the current position to the railroad crossing based on the predicted driving curve;
Based on the predicted driving curve and the arrival time, a level crossing control command transmission position that can secure a time required for a level crossing warning and a cutoff is calculated, and a means for outputting a cutoff command to the level crossing when the vehicle reaches the position;
While generating a crossing stop pattern for stopping before the crossing after outputting the shut-off command, while erasing the crossing stop pattern by a normal response from the crossing control unit ,
If an abnormal signal is received from the ground level crossing control unit after this level crossing stop pattern is deleted,
Means for regenerating the cut-off pattern ;
A vehicle crossing control device comprising:
前記予測運転曲線と前記踏切停止パターンと制限速度パターンのいづれか速度の低い方
に沿って車両を加速及び減速させ、予測時間通りに踏切に到達するよう前記車両を自動運
転する運転制御手段を更に具備することを特徴とする請求項1の車上踏切制御装置。
The predicted operating curve and acceleration and slow down the vehicle along the lower of Izure or speed of the railroad crossing stop pattern and the speed limit pattern, further comprising operation control means for automatically driving the vehicle so as to reach the level crossing in the street predicted time The on-vehicle crossing control device according to claim 1.
前記車両の速度及び位置を検出する検出手段と、
前記検出手段にて検出された前記速度及び位置に基づいて、前記車両の走行履歴を示す
履歴運転曲線を作成する作成手段と、
前記予測運転曲線と前記履歴運転曲線を重ね合わせて表示する表示手段と、
を更に具備することを特徴とする請求項1の車上踏切制御装置。
Detecting means for detecting the speed and position of the vehicle;
Based on the speed and position detected by the detection means, a creation means for creating a history driving curve indicating a travel history of the vehicle;
Display means for displaying the predicted operation curve and the history operation curve in an overlapping manner;
The vehicle crossing control device according to claim 1, further comprising:
JP2009079788A 2009-03-27 2009-03-27 Railroad crossing control device Expired - Fee Related JP5171712B2 (en)

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