JP2017088173A - Railroad crossing control device and railroad crossing control method - Google Patents

Railroad crossing control device and railroad crossing control method Download PDF

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JP2017088173A
JP2017088173A JP2017032771A JP2017032771A JP2017088173A JP 2017088173 A JP2017088173 A JP 2017088173A JP 2017032771 A JP2017032771 A JP 2017032771A JP 2017032771 A JP2017032771 A JP 2017032771A JP 2017088173 A JP2017088173 A JP 2017088173A
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railroad crossing
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alarm start
control device
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JP6431103B2 (en
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岳雄 池田
Takao Ikeda
岳雄 池田
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Nippon Signal Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a railroad crossing control device and a railroad crossing control method capable of achieving facilitation of public traffic on a railroad cross.SOLUTION: A railroad crossing control device 6 is used for a line section branching into a main line 10 and an auxiliary main line 11 ahead of a railroad cross 2 when seen from a travelling direction F of a train 7, and includes a control unit 64. The control unit 64 generates a first alarm starting signal when the train travels on the main line 10, and generates a second alarm starting signal when the train 7 travels on the auxiliary main line 11. An alarm starting position corresponding to the second alarm starting signal is located ahead of an alarm starting position of the first alarm starting signal S61 when seen from the travelling direction F.SELECTED DRAWING: Figure 1

Description

本発明は、踏切制御装置及び踏切制御方法に関する。   The present invention relates to a crossing control device and a crossing control method.

従来、踏切制御装置として、踏切警報区間と、踏切制御子と、制御回路とを含むものが知られている。踏切警報区間は、線路に設けられる踏切道を基準として警報開始点と、警報終止点とで画定される区間であり、警報開始点は、踏切警報区間の進路後方に設定され、警報終止点は、同踏切警報区間において進路前方に設定される。通常、警報開始点には、列車が踏切警報区間に進入したことを検知し、進入検知信号を出力する踏切制御子が設けられ、警報終止点には、列車が踏切警報区間を通過したことを検知し、通過検知信号を出力する踏切制御子が設けられる。制御回路は、進入検知信号が供給されたとき、踏切警報装置に対して警報開始信号を出力することにより、遮断かんを下降させ、同警報器を鳴動させることにより踏切道内への人や車の侵入を未然に防ぎ、その後、通過検知信号が供給されたとき、警報停止信号を出力することにより、遮断かんを上昇させ、警報器の鳴動を終了させる。   Conventionally, a crossing control device including a crossing warning section, a crossing controller, and a control circuit is known. A railroad crossing warning section is a section defined by an alarm start point and an alarm stop point based on the railroad crossing provided on the track. The alarm start point is set at the rear of the course of the railroad crossing alarm section, and the alarm stop point is In the crossing warning section, it is set ahead in the course. Normally, the alarm start point is provided with a railroad crossing controller that detects that the train has entered the railroad crossing warning section and outputs an approach detection signal, and the alarm stop point indicates that the train has passed the railroad crossing warning zone. A railroad crossing controller that detects and outputs a passage detection signal is provided. When the approach detection signal is supplied, the control circuit outputs a warning start signal to the level crossing warning device, lowers the barrier, and sounds the alarm to let people and vehicles enter the level crossing road. The intrusion is prevented in advance, and when a passage detection signal is supplied thereafter, an alarm stop signal is output, thereby raising the shut-off can and terminating the alarm.

この種の踏切制御装置について、例えば特許文献1には、車載装置と、地上装置とからなる踏切制御システムが開示されている。車載装置は、GPS衛星を利用して自列車の列車位置を検知する測位手段と、踏切の制御を支援するために必要な情報について地上装置との間で通信を行う通信手段とを備えている。地上装置は、車載装置との間で通信を行う通信手段を備え、車載装置または地上装置のいずれか一方に、測位手段により得られる列車位置に基づいて列車が踏切の手前の所定距離以内にいると判断した場合に、踏切制御装置に対して遮断指示を出す遮断指示手段を備えることを特徴とするものである。   As for this type of level crossing control device, for example, Patent Document 1 discloses a level crossing control system including an in-vehicle device and a ground device. The in-vehicle device includes a positioning unit that detects the position of the own train using a GPS satellite, and a communication unit that communicates with the ground device about information necessary for supporting the control of the crossing. . The ground device includes a communication unit that communicates with the in-vehicle device, and the train is within a predetermined distance before the crossing based on the train position obtained by the positioning unit in either the in-vehicle device or the ground device. If it is determined that, a shut-off instruction means for issuing a shut-off instruction to the railroad crossing control device is provided.

特許文献2は、自列車が当該駅に対して通過列車か停止列車かの列車種別を表す列車情報をATS送受信器及び車上子を介して地上側に送信する車上装置と、前記車上子から列車情報受信用地上子を介して列車情報を受信する列車情報検知装置と、前記列車情報検知装置から伝送される列車情報に基づいて駅出発方踏切の踏切機器の駆動開始時点を列車の種別に関わりなく駆動時間が一定時間となるように制御する踏切制御装置とからなる踏切制御システムが開示されている。   Patent Document 2 discloses an on-board device that transmits train information indicating a train type of whether the own train is a passing train or a stop train to the station, to the ground side via an ATS transmitter / receiver and a car upper, A train information detection device that receives train information from a child via a train information receiving ground element, and a driving start point of a railroad crossing device at a station departure direction based on the train information transmitted from the train information detection device. There has been disclosed a railroad crossing control system including a railroad crossing control device that controls a driving time to be a fixed time regardless of the type.

ところで、踏切警報装置の作動時間は、一列車あたり30〜40秒程度と定められており、例えば、列車の進行方向でみて踏切道の前方の軌道が分岐している場合、本線側(例えば直進側)を走行する列車と、副本線側(例えば分岐側)を走行する列車とで、踏切警報区間の通過時間に時差が生じる。すなわち、警報開始点は、通常、本線側を走行する列車の走行速度に基づいて設定されるところ、副本線側を走行する列車には速度制限がかかるから、本線側を進む列車よりも通過時間が遅くなる分だけ踏切警報装置の作動時間が長くなり、踏切道における一般交通の円滑化が妨げられる問題が生じる。   By the way, the operation time of the railroad crossing warning device is determined to be about 30 to 40 seconds per train. For example, when the track ahead of the railroad crossing is seen in the traveling direction of the train, the main line side (for example, going straight) Time difference between the train traveling on the side) and the train traveling on the sub main line side (for example, the branch side). That is, the alarm start point is usually set based on the traveling speed of the train traveling on the main line side, but the speed limit is applied to the train traveling on the sub main line side, so the transit time is longer than the train traveling on the main line side. The operation time of the railroad crossing warning device becomes longer by the amount of delay, and there is a problem that the smoothing of general traffic on the railroad crossing is hindered.

しかし、上述した通過時間差の問題を解消する従来技術は見当たらない。例えば、特許文献2の踏切制御システムは、自列車が当該駅に対して通過列車か停止列車かを基準として、駅出発方踏切の警報開始時点を設定するものである。これに対し、副本線側と本線側との進路の違いによる通過時間差は、当該駅への停止又は通過にかかわらず生じるものであるから、前記問題を解消することはできない。   However, there is no prior art that can solve the above-described problem of difference in transit time. For example, the railroad crossing control system disclosed in Patent Document 2 sets a warning start point for a railroad crossing on the basis of whether the own train is a passing train or a stop train for the station. On the other hand, since the passage time difference due to the difference in the route between the sub main line side and the main line side occurs regardless of stoppage or passage to the station, the problem cannot be solved.

特開2008−207794号公報JP 2008-207794 A 特開2009−220619号公報JP 2009-220619 A

本発明の課題は、踏切道における一般交通の円滑化を実現しうる踏切制御装置及び踏切制御方法を提供することである。   The subject of this invention is providing the level crossing control apparatus and level crossing control method which can implement | achieve smoothing of the general traffic in a level crossing road.

本発明は、列車の進行方向でみて踏切道より先で本線と、副本線とに分岐されている線区に用いられる踏切制御装置であって、上述した課題を解決するため、制御部を含む。制御部は、列車が、本線を走行する場合は第1警報開始信号を生成し、副本線を走行する場合は第2警報開始信号を生成し、第2警報開始信号による警報開始位置は、進行方向でみて第1警報開始信号による警報開始位置よりも先にある。   The present invention is a railroad crossing control device used in a line section that is branched into a main line and a sub main line ahead of a railroad crossing in the traveling direction of a train, and includes a control unit in order to solve the above-described problem. . The control unit generates a first alarm start signal when the train travels on the main line, generates a second alarm start signal when the train travels on the sub main line, and the alarm start position by the second alarm start signal is advancing. It is ahead of the alarm start position by the first alarm start signal when viewed in the direction.

上述した構成によると、本発明に係る踏切制御装置を構成する制御部は、通過する列車の進路の違いを考慮し、それぞれ第1、第2警報開始信号を生成する。第2警報開始信号による警報開始位置は、進行方向でみて第1警報開始信号による警報開始位置よりも先にあるから、本線側を走行する列車と、副本線側を走行する列車との間で生じる踏切警報区間の通過時間差を、警報開始位置の違いによって解消し、もって踏切道における一般交通の円滑化を実現することができる。   According to the above-described configuration, the control unit configuring the railroad crossing control device according to the present invention generates the first and second alarm start signals, taking into account the difference in the route of the passing train. Since the alarm start position by the second alarm start signal is ahead of the alarm start position by the first alarm start signal in the traveling direction, between the train traveling on the main line side and the train traveling on the sub main line side. The difference in the passing time of the level crossing warning section that occurs can be eliminated by the difference in the alarm start position, and smoothing of general traffic on the level crossing road can be realized.

以上述べたように、本発明によれば、踏切道における一般交通の円滑化を実現しうる踏切制御装置を提供することができる。   As described above, according to the present invention, it is possible to provide a railroad crossing control apparatus that can realize smoothing of general traffic on a railroad crossing.

本発明の他の目的、構成及び利点については、添付図面を参照し、更に詳しく説明する。添付図面は、単に、例示に過ぎない。   Other objects, configurations and advantages of the present invention will be described in more detail with reference to the accompanying drawings. The accompanying drawings are merely examples.

本発明の実施形態に係る踏切制御装置を用いた線路施設の構成を簡略化して示す図である。It is a figure which simplifies and shows the structure of the track facility using the railroad crossing control apparatus which concerns on embodiment of this invention. 図1の踏切制御装置の作動ステップを示す図である。It is a figure which shows the operation | movement step of the level crossing control apparatus of FIG. 本発明のもう一つの実施形態に係る踏切制御装置を用いた線路施設の構成を簡略化して示す図である。It is a figure which simplifies and shows the structure of the track facility using the railroad crossing control apparatus which concerns on another embodiment of this invention. 図3の踏切制御装置の作動ステップを示す図である。It is a figure which shows the operation | movement step of the level crossing control apparatus of FIG.

図1乃至図4において同一符号は、同一又は対応部分を示すものとする。本発明の実施形態に係る踏切制御装置6は、列車7の進行方向Fでみて踏切道2より先で本線10と、副本線11とに分岐されている線区に用いられるものであって、第1列車検知器61と、第2列車検知器62と、第3列車検知器63と、制御部64とを含む。まず、具体的に説明すると、図1の線路施設は、線路1と、踏切道2と、分岐器3と、踏切警報装置4と、連動装置5と、踏切制御装置6とを含む。   1 to 4, the same reference numerals indicate the same or corresponding parts. The railroad crossing control device 6 according to the embodiment of the present invention is used for a line section that is branched into a main line 10 and a sub-main line 11 ahead of the level crossing road 2 in the traveling direction F of the train 7, 1st train detector 61, 2nd train detector 62, 3rd train detector 63, and control part 64 are included. First, specifically, the track facility in FIG. 1 includes a track 1, a railroad crossing 2, a branching device 3, a railroad crossing warning device 4, an interlocking device 5, and a railroad crossing control device 6.

線路1は、列車7の進行方向Fでみて、線路1と交差する踏切道2より先が、分岐器3によって本線10と、副本線11とに分岐されている。図1の線路1は、警報開始点P1、P2と、警報終止点P0とによって、それぞれ画定された踏切警報区間101、102を有する。警報開始点P1、P2は、踏切警報区間101、102の進路後方に設定され、警報終止点P0は、踏切警報区間101、102内において踏切道2の進路前方に設定される。   The line 1 is branched into a main line 10 and a sub main line 11 by a branching device 3 beyond a railroad crossing 2 that intersects the line 1 when viewed in the traveling direction F of the train 7. The track 1 in FIG. 1 has railroad crossing alarm sections 101 and 102 defined by alarm start points P1 and P2 and an alarm end point P0, respectively. The alarm start points P1 and P2 are set behind the course of the railroad crossing warning sections 101 and 102, and the alarm end point P0 is set ahead of the course of the railroad crossing road 2 within the railroad crossing alarm sections 101 and 102.

通常、警報開始点P1、P2と、警報終止点P0とは、列車7が踏切道2、及び、踏切道2が設けられた踏切警報区間101、102を30秒〜40秒程度で通過できるように設定されるから、通過列車の走行速度に応じて警報開始点P1、P2を調節することにより、踏切警報区間101、102の距離が設定される。すなわち、列車7が本線側(例えば直進側)を走行する場合は警報開始点をP1とし、副本線側(例えば分岐側)を走行する場合は警報開始点をP2とすることにより、通過列車の走行速度差を、踏切警報区間101、102の距離差Gによって解消する。   Usually, the alarm start points P1 and P2 and the alarm end point P0 are such that the train 7 can pass through the level crossing road 2 and the level crossing warning sections 101 and 102 provided with the level crossing road 2 in about 30 to 40 seconds. Therefore, the distance between the railroad crossing alarm sections 101 and 102 is set by adjusting the alarm start points P1 and P2 according to the traveling speed of the passing train. That is, when the train 7 travels on the main line side (for example, straight side), the alarm start point is P1, and when the train 7 travels on the sub-main line side (for example, the branch side), the alarm start point is P2. The traveling speed difference is eliminated by the distance difference G between the level crossing warning sections 101 and 102.

踏切警報装置4は、踏切道2に設置されており、図示しない遮断かんを昇降させ、同警報器を鳴動させることにより踏切道2への人や車の侵入を制御する。   The railroad crossing warning device 4 is installed on the railroad crossing 2 and controls the intrusion of a person or a vehicle into the railroad crossing 2 by raising and lowering a notch (not shown) and sounding the alarm.

第1列車検知器61は、踏切警報区間101において、列車7の進行方向Fでみて踏切道2より手前に設置され、列車7を検知したとき第1列車検知信号S61を生成する。第1列車検知器61は、警報開始点P1に設けられ、周知の軌道回路や地上子などによって、列車7が踏切警報区間101に進入したことを検知する。   The first train detector 61 is installed in front of the railroad crossing 2 in the traveling direction F of the train 7 in the railroad crossing warning section 101, and generates the first train detection signal S61 when the train 7 is detected. The first train detector 61 is provided at the alarm start point P1 and detects that the train 7 has entered the railroad crossing alarm section 101 by a known track circuit or ground unit.

第2列車検知器62は、踏切警報区間102において、列車7の進行方向Fでみて踏切道2より手前であって、且つ、第1列車検知器61よりも先に設置され、列車7を検知したとき第2列車検知信号S62を生成する。第2列車検知器62は、警報開始点P2に設けられ、列車7が踏切警報区間102に進入したことを検知する。   The second train detector 62 is installed in front of the level crossing road 2 in the traveling direction F of the train 7 in the level crossing warning section 102 and before the first train detector 61 to detect the train 7. Then, the second train detection signal S62 is generated. The second train detector 62 is provided at the alarm start point P <b> 2 and detects that the train 7 has entered the railroad crossing alarm section 102.

第3列車検知器63は、踏切警報区間101、102において、列車7の進行方向Fでみて踏切道2より後方に設置され、列車7を検知したとき第3列車7検知信号S63を生成する。第3列車検知器63は、警報終止点P0に設けられ、列車7が踏切警報区間101、102を通過したことを検知する。   The third train detector 63 is installed behind the railroad crossing 2 in the traveling direction F of the train 7 in the railroad crossing warning sections 101 and 102, and generates a third train 7 detection signal S63 when the train 7 is detected. The third train detector 63 is provided at the alarm end point P0 and detects that the train 7 has passed through the railroad crossing alarm sections 101 and 102.

連動装置5は、列車7の進行方向Fでみて第1列車検知器61より手前に設置され、列車7の進路情報を送信する。送信される進路情報には、当該列車7が本線10と副本線11のいずれを走行するかの情報のほか、列車7の走行速度や、特急や急行又は緩行運転の種別等を含むことができる。制御部64は、連動装置5から入力される列車7の進路情報に基づき、列車7が、本線10と、副本線11とのいずれを走行するかを予め把握する。   The interlocking device 5 is installed in front of the first train detector 61 when viewed in the traveling direction F of the train 7, and transmits route information of the train 7. The route information to be transmitted can include information on whether the train 7 travels on the main line 10 or the sub-main line 11, the traveling speed of the train 7, the type of express, express or slow operation, and the like. . The control unit 64 grasps in advance which of the main line 10 and the sub main line 11 the train 7 travels based on the route information of the train 7 input from the interlocking device 5.

制御部64は、第1、第2列車検知信号S61、S62が供給されたとき、踏切警報装置に対して踏切警報開始信号S64を出力することにより、遮断かんを下降させ、同警報器を鳴動させることにより踏切道2への人や車の侵入を未然に防ぎ、その後、第3列車検知信号S63が供給されたとき、踏切警報停止信号S65の出力することにより、遮断かんを上昇させ、警報器の鳴動を終了させる。   When the first and second train detection signals S61 and S62 are supplied, the control unit 64 outputs the level crossing alarm start signal S64 to the level crossing alarm device, thereby lowering the barrier cannula and ringing the alarm device. To prevent people and vehicles from entering the railroad crossing 2 and then when the third train detection signal S63 is supplied, the railroad crossing alarm stop signal S65 is output to raise the barrier and End the ringing of the vessel.

図1の制御部64は、列車7が本線10を走行するとき、第1列車検知信号S61に基づいて踏切警報開始信号S64を生成し、列車7が副本線11を走行するとき、第2列車検知信号S62に基づいて踏切警報開始信号S64を生成し、生成した踏切警報開始信号S64を踏切警報装置4に供給する。第2列車検知信号S62により設定される警報開始位置は、列車7の進行方向Fでみて第1列車検知信号S61により設定される警報開始位置よりも距離差Gの分だけ先にある。   1 generates a railroad crossing warning start signal S64 based on the first train detection signal S61 when the train 7 travels on the main line 10, and when the train 7 travels on the sub main line 11, the second train A crossing warning start signal S64 is generated based on the detection signal S62, and the generated crossing warning start signal S64 is supplied to the crossing warning device 4. The alarm start position set by the second train detection signal S62 is ahead of the alarm start position set by the first train detection signal S61 in the traveling direction F of the train 7 by the distance difference G.

踏切警報装置4は、踏切警報開始信号S64、及び、踏切警報停止信号S65に基づいて所定の警報動作を開始する。   The crossing warning device 4 starts a predetermined warning operation based on the crossing warning start signal S64 and the crossing warning stop signal S65.

ところで、既に説明したところではあるが、踏切警報装置の作動時間は、一列車あたり30〜40秒程度と定められており、例えば、列車7の進行方向Fでみて踏切道2の前方の軌道が分岐している場合、本線10側(例えば直進側)を走行する列車7と、副本線11側(例えば分岐側)を走行する列車7とで、踏切警報区間101の通過時間に時差が生じる。すなわち、警報開始点P1は、通常、本線10側を走行する列車7の走行速度に基づいて設定されるところ、副本線11側を走行する列車7には速度制限がかかるから、本線10側を進む列車7よりも踏切警報区間101の通過に時間がかかる分だけ踏切警報装置の作動時間が長くなる。端的に言えば分岐側列車7の場合には、警報時間、すなわち遮断機の下りている時間が長くなるという不具合が生じるから、特に踏切と分岐器3との距離が狭い場合、例えば駅の周辺などで、踏切道2における一般交通の円滑化が妨げられる問題が生じる。   By the way, as already explained, the operation time of the railroad crossing warning device is determined to be about 30 to 40 seconds per train. For example, the trajectory in front of the railroad crossing 2 as seen in the traveling direction F of the train 7 is In the case of branching, there is a time difference in the passing time of the railroad crossing warning section 101 between the train 7 traveling on the main line 10 side (for example, straight traveling side) and the train 7 traveling on the sub-main line 11 side (for example, branching side). That is, the alarm start point P1 is normally set based on the traveling speed of the train 7 traveling on the main line 10 side. However, the train 7 traveling on the sub main line 11 side is limited in speed. The operation time of the railroad crossing warning device is longer than the traveling train 7 by the time it takes to pass through the railroad crossing warning zone 101. In short, in the case of the branch-side train 7, there is a problem that the alarm time, that is, the time during which the circuit breaker goes down, becomes longer, so particularly when the distance between the railroad crossing and the branching device 3 is narrow, for example, around the station As a result, there arises a problem that the smoothing of general traffic on the railroad crossing 2 is hindered.

上述した問題を解決するため、本発明の実施形態に係る踏切制御装置6は、制御部64を含む。制御部64は、列車7が本線10を走行するとき、第1列車検知信号S61に基づいて踏切警報開始信号S64を生成し、列車7が副本線11を走行するとき、第2列車検知信号S62に基づいて踏切警報開始信号S64を生成するから、本線10側を走行する列車7と、副本線11側を走行する列車7との間で生じる踏切警報区間101の通過時間差を、警報開始位置の距離差Gによって解消する。すなわち、列車7が本線10側(例えば直進側)を走行する場合は警報開始点をP1とし、副本線11側(例えば分岐側)を走行する場合は警報開始点をP2とすることにより、通過列車の走行速度差を、踏切警報区間101、102の距離差Gによって解消し、もって踏切道2における一般交通の円滑化を実現することができる。   In order to solve the above-described problem, the crossing control device 6 according to the embodiment of the present invention includes a control unit 64. The control unit 64 generates a railroad crossing warning start signal S64 based on the first train detection signal S61 when the train 7 travels on the main line 10, and the second train detection signal S62 when the train 7 travels on the sub main line 11. The crossing warning start signal S64 is generated based on the difference between the passing time of the crossing warning section 101 generated between the train 7 traveling on the main line 10 side and the train 7 traveling on the sub main line 11 side. It is eliminated by the distance difference G. That is, when the train 7 travels on the main line 10 side (for example, the straight side), the alarm start point is P1, and when the train 7 travels on the sub-main line 11 side (for example, the branch side), the alarm start point is set to P2. The difference in train traveling speed can be eliminated by the distance difference G between the level crossing warning sections 101 and 102, and smoothing of general traffic on the level crossing road 2 can be realized.

図3は本発明のもう一つの実施形態に係る踏切遮断装置の構成を模式的に示す図、図4は図3の踏切遮断装置の作動ステップを示す図である。図3及び図4の実施形態は、時素によって警報開始時間に差を持たせた点で、図1及び図2の実施形態とは異なる。以下、相違点を中心に説明する。   FIG. 3 is a diagram schematically showing a configuration of a crossing blocking device according to another embodiment of the present invention, and FIG. 4 is a diagram showing an operation step of the crossing blocking device of FIG. The embodiment of FIGS. 3 and 4 is different from the embodiment of FIGS. 1 and 2 in that the alarm start time is varied depending on the time element. Hereinafter, the difference will be mainly described.

図3及び図4の踏切制御装置6を構成する制御部64は、時素テーブル部65を有し、列車検知信号S61により設定される警報開始時間が、本線10側(例えば直進側)を走行する列車7より、副本線11側(例えば分岐側)を走行する列車7の方が遅延される。時素テーブル部65は、制御部64における演算処理機能であって、ソフトウェア的な構成要素として、制御部64を構成している。   The control part 64 which comprises the level crossing control apparatus 6 of FIG.3 and FIG.4 has the timepiece table part 65, and the alarm start time set by the train detection signal S61 travels on the main line 10 side (for example, straight ahead side). The train 7 traveling on the side of the secondary main line 11 (for example, the branch side) is delayed from the train 7 to be performed. The time element table unit 65 is an arithmetic processing function in the control unit 64 and constitutes the control unit 64 as a software component.

図3及び図4に示した実施形態によっても、図1及び図2を参照して説明した利点をすべて有することができる。さらに、図3及び図4の実施形態では、時素テーブル部65の演算処理によって時差(及び、時差による距離差G)が設定されるから地上側の設備コストを削減することができるとともに、ダイヤ改正などによる通過列車の走行速度の変化にも効率的に対応することができる。   The embodiment shown in FIGS. 3 and 4 can have all the advantages described with reference to FIGS. Further, in the embodiment shown in FIGS. 3 and 4, the time difference (and the distance difference G due to the time difference) is set by the calculation process of the timepiece table unit 65, so that the equipment cost on the ground side can be reduced and the diagram can be reduced. It is possible to efficiently cope with changes in the traveling speed of passing trains due to revisions.

以上、好ましい実施例を参照して本発明の内容を具体的に説明したが、本発明の基本的技術思想及び教示に基づいて、当業者であれば、種種の変形態様を採り得ることは自明である。   Although the contents of the present invention have been specifically described above with reference to the preferred embodiments, it is obvious that those skilled in the art can take various modifications based on the basic technical idea and teachings of the present invention. It is.

1 線路、2 踏切道、6 踏切制御装置、61〜63 第1〜第3列車検知器、64 制御部、65 時素テーブル部、7 列車。
1 railroad track, 2 railroad crossing, 6 railroad crossing control device, 61-63 first to third train detectors, 64 control unit, 65 hour base table unit, 7 trains.

Claims (5)

列車の踏切道に設けられ、前記踏切道より一定の距離だけ手前に設けられた列車検知器が前記列車を検知してから一定の時間後に警報を開始する踏切制御装置であって、
連動装置から入力された前記列車の進路情報に基づき、前記列車の検知から警報終止点までの到達時間が長くなる場合は、警報開始時間に関する時差、又は前記踏切検知器から前記警報終止点までの距離差を設定する時素テーブル部を有する、踏切制御装置。
A railroad crossing control device that is provided on a railroad crossing of a train and starts a warning after a predetermined time after the train detector provided in front of the railroad crossing by a certain distance detects the train,
Based on the route information of the train input from the interlocking device, if the arrival time from the detection of the train to the alarm end point becomes long, the time difference regarding the alarm start time, or from the level crossing detector to the alarm end point A railroad crossing control device having an hour table for setting a distance difference.
請求項1に記載された踏切制御装置であって、
前記列車が、本線を走行する場合は第1警報開始信号を生成し、副本線を走行する場合は第2警報開始信号を生成し、生成した前記第1警報開始信号、及び、前記第2警報開始信号を踏切警報装置に供給し、
前記踏切警報装置は、前記第1警報開始信号、及び、前記第2警報開始信号に基づいて所定の警報動作を開始する、踏切制御装置。
A railroad crossing control device according to claim 1,
When the train travels on the main line, a first alarm start signal is generated, and when the train travels on the sub main line, a second alarm start signal is generated, and the generated first alarm start signal and the generated second alarm are generated. Supply a start signal to the railroad crossing warning device,
The railroad crossing alarm device is a railroad crossing control device that starts a predetermined alarm operation based on the first alarm start signal and the second alarm start signal.
請求項1に記載された踏切制御装置であって、
前記時素テーブル部に前記列車の警報開始位置を設定させる場合であって、前記列車が副本線を走行する場合には、前記列車の警報開始位置を進行方向でみて本線を走行する列車の警報開始位置に対して前記距離差だけ先に設定し、
前記時素テーブル部に前記列車の前記時差を設定させる場合であって、前記列車が前記副本線を走行する場合には、前記第2警報開始信号により設定される警報開始時間を、前記第1警報開始信号により設定される警報開始時間よりも遅延させる、踏切制御装置。
A railroad crossing control device according to claim 1,
When the alarm start position of the train is set in the time table, and when the train travels on the secondary line, the alarm of the train traveling on the main line by looking at the alarm start position of the train in the traveling direction Set the distance difference ahead of the start position,
In the case where the time difference of the train is set in the timepiece table unit, and the train travels on the secondary line, the alarm start time set by the second alarm start signal is set to the first alarm start time. A railroad crossing control device that delays an alarm start time set by an alarm start signal.
請求項1乃至3の何れか1項に記載された踏切制御装置であって、前記列車検知器は、第1列車検知器と、第2列車検知器、及び第3列車検知器からなり、
前記第1列車検知器は、線区において、列車の進行方向でみて踏切道より手前に設置され、前記列車を検知したとき第1列車検知信号を生成し、
前記第2列車検知器は、前記線区において、列車の進行方向でみて前記踏切道より手前であって、且つ、前記第1列車検知器よりも先に設置され、列車を検知したとき前記第2列車検知信号を生成し、
前記第3列車検知器は、前記警報終止点に設けられ、前記列車が踏切警報区間を通過したことを検知する、踏切制御装置。
The railroad crossing control device according to any one of claims 1 to 3, wherein the train detector includes a first train detector, a second train detector, and a third train detector,
The first train detector is installed in front of the railroad crossing in the direction of the train in the line section, and generates a first train detection signal when the train is detected,
In the line section, the second train detector is installed in front of the railroad crossing in the traveling direction of the train and before the first train detector, and detects the train when the train is detected. Two train detection signals are generated,
The third train detector is a railroad crossing control device that is provided at the warning end point and detects that the train has passed through a railroad crossing warning section.
列車の踏切道に設けられた踏切警報装置の警報動作を制御する踏切制御方法であって、
前記列車が遅延する場合に、時差又は当該時差による距離差を設定するステップと、
連動装置から入力される前記列車の進路情報を取得し、前記列車の警報開始位置又は時差を設定するステップと、
前記列車が前記警報開始位置を過ぎた時点で、又は前記列車が当該警報開始位置を過ぎた時点から前記時差が経過してから警報動作を開始させるステップと、を備える、踏切制御方法。
A railroad crossing control method for controlling alarm operation of a railroad crossing alarm device provided on a railroad crossing road,
When the train is delayed, setting a time difference or a distance difference due to the time difference;
Obtaining the train route information input from the interlock device, and setting the alarm start position or time difference of the train; and
A railroad crossing control method comprising: starting an alarm operation when the train has passed the alarm start position or after the time difference has elapsed from the time when the train has passed the alarm start position.
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