JP2003222000A - Shock wave countermeasure device for passing-through station of high speed train in tunnel - Google Patents

Shock wave countermeasure device for passing-through station of high speed train in tunnel

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Publication number
JP2003222000A
JP2003222000A JP2002022754A JP2002022754A JP2003222000A JP 2003222000 A JP2003222000 A JP 2003222000A JP 2002022754 A JP2002022754 A JP 2002022754A JP 2002022754 A JP2002022754 A JP 2002022754A JP 2003222000 A JP2003222000 A JP 2003222000A
Authority
JP
Japan
Prior art keywords
station
airtight door
shock wave
speed train
platform
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.)
Granted
Application number
JP2002022754A
Other languages
Japanese (ja)
Other versions
JP3701612B2 (en
Inventor
Kazuo Sawada
一夫 澤田
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.)
Railway Technical Research Institute
Original Assignee
Railway Technical Research Institute
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 Railway Technical Research Institute filed Critical Railway Technical Research Institute
Priority to JP2002022754A priority Critical patent/JP3701612B2/en
Publication of JP2003222000A publication Critical patent/JP2003222000A/en
Application granted granted Critical
Publication of JP3701612B2 publication Critical patent/JP3701612B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a shock wave countermeasure device against a passing- through station of a high speed train in a tunnel capable of avoiding influence of shock waves resulting from passage of a high speed train on users in the station. <P>SOLUTION: The countermeasure device has a branch line which can be kept air-tight from a main line by another tunnel or a firm wall and the device is provided with a detector detecting intrusion from the main line into the passing through station and an air-tight door device 5 of the side station yard space of the incoming side passing through station, which opens/closes the station yard space, an air-tight door device 5' of the station yard space of the outgoing side passing through station opening/closing the station yard space, a boarding bridge 6 connecting a platform 3 of the passing through station and a vehicle 8 stopping in the station, a platform air-tight door device 7 opened after the door device 5 of the incoming side passing through station yard space has been closed. <P>COPYRIGHT: (C)2003,JPO

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、トンネル内高速列
車通過駅の衝撃波対策装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shock wave countermeasure device for a high-speed train passage station in a tunnel.

【0002】[0002]

【従来の技術】従来、トンネル内を列車が高速で通過す
るような通過駅を構築する場合には、その列車の通過に
起因した衝撃波の対策が重要となる。
2. Description of the Related Art Conventionally, when constructing a transit station such that a train passes through a tunnel at high speed, it is important to take measures against shock waves caused by the passage of the train.

【0003】[0003]

【発明が解決しようとする課題】通常、高速列車がホー
ムを通過するときにも、その気圧の変動でホームにいる
乗車を待つ利用者に、不快感を与える。ましてや、トン
ネル内高速列車通過駅においては、高速列車による衝撃
波が、通過駅のホームにいる利用者に与える影響は更に
大きくなる。
Usually, even when a high-speed train passes through a platform, fluctuations in the atmospheric pressure cause a discomfort to a user who is waiting at the platform. Furthermore, at high-speed train passage stations in tunnels, the impact of high-speed train shock waves on the users at the platform of the passage station is even greater.

【0004】本発明は、上記状況に鑑みて、トンネル内
高速列車通過駅内にいる利用者への列車の通過に起因す
る衝撃波の影響を回避することができるトンネル内高速
列車通過駅の衝撃波対策装置を提供することを目的とす
る。
In view of the above situation, the present invention provides a countermeasure for shock waves in a high-speed train passage station in a tunnel that can avoid the influence of a shock wave caused by a train passing to a user in a high-speed train passage station in a tunnel. The purpose is to provide a device.

【0005】[0005]

【課題を解決するための手段】本発明は、上記目的を達
成するために、 〔1〕トンネル内高速列車通過駅の衝撃波対策装置にお
いて、別トンネル又は堅固な壁により本線とは気密に保
ち得る分岐線(副本線)を有し、前記本線から通過駅へ
停車すべき列車の分岐線へのルート構成を検出する検出
装置と、この検出装置からの信号によって前記通過駅の
構内の空間を開閉する入線側通過駅構内気密扉装置と、
前記通過駅の構内の空間を開閉する出線側通過駅構内気
密扉装置と、前記通過駅の壁及び天井で覆われるプラッ
トホームと前記通過駅に停車中の車両とを接続するボー
ディングブリッジを配置するとともに、前記入線側通過
駅構内気密扉装置を閉じた後に開かれるプラットホーム
気密扉装置とを具備することを特徴とする。
In order to achieve the above object, the present invention [1] In a shock wave countermeasure device for a high-speed train passage station in a tunnel, it can be kept airtight from the main line by another tunnel or a solid wall. A detection device that has a branch line (sub-main line) and detects the route configuration from the main line to the branch line of the train that should stop at the passage station, and the signal from this detection device opens and closes the space inside the passage station. Airtight door device inside the entrance station
An airtight door device inside the passage station, which opens and closes the space inside the passage station, and a boarding bridge that connects the platform covered by the walls and ceiling of the passage station and the vehicle stopped at the passage station A platform airtight door device that is opened after the airtight door device in the entrance side passage station is closed is also provided.

【0006】〔2〕上記〔1〕記載のトンネル内高速列
車通過駅の衝撃波対策装置において、前記検出装置は、
本線から分岐線への分岐点に配置される分岐装置である
ことを特徴とする。
[2] In the shock wave countermeasure device for a high-speed train passage station in a tunnel according to the above [1], the detection device is
It is a branching device arranged at a branch point from a main line to a branch line.

【0007】〔3〕上記〔1〕記載のトンネル内高速列
車通過駅の衝撃波対策装置において、前記検出装置は前
記分岐線に配置される列車に応動するタグであることを
特徴とする。
[3] In the shock wave countermeasure device for a high-speed train passage station in a tunnel according to the above [1], the detection device is a tag that responds to a train arranged on the branch line.

【0008】〔4〕上記〔1〕記載のトンネル内高速列
車通過駅の衝撃波対策装置において、前記入線側及び出
線側通過駅構内気密扉装置は、前記分岐線の上方から降
りる気密扉であることを特徴とする。
[4] In the shock wave countermeasure device for a high-speed train passage station in a tunnel according to [1] above, the entrance-side and exit-side passage station premises airtight door device is an airtight door that descends from above the branch line. It is characterized by being.

【0009】〔5〕上記〔1〕記載のトンネル内高速列
車通過駅の衝撃波対策装置において、前記プラットホー
ム気密扉装置は、前記プラットホームの外壁に開けられ
たボーディングブリッジ基部に配置することを特徴とす
る。
[5] In the shock wave countermeasure device for a high-speed train passage station in a tunnel according to the above [1], the platform airtight door device is arranged at a boarding bridge base opened on the outer wall of the platform. .

【0010】〔6〕上記〔1〕記載のトンネル内高速列
車通過駅の衝撃波対策装置において、前記プラットホー
ム気密扉装置は、前記プラットホームの外壁に設けるこ
とを特徴とする。
[6] In the shock wave countermeasure device for a high-speed train passage station in a tunnel according to the above [1], the platform airtight door device is provided on an outer wall of the platform.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態につい
て、詳細に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail below.

【0012】図1は本発明の実施例を示す衝撃波対策装
置を設けたトンネル内高速列車通過駅の模式図、図2は
そのトンネル内高速列車通過駅の構内気密扉装置の斜視
図であり、図2(a)はその構内気密扉装置の気密扉が
開いた状態を示す図、図2(b)はその構内気密扉装置
の気密扉が閉じた状態を示す図、図3はそのトンネル内
高速列車通過駅のプラットホーム気密扉装置を有するボ
ーディングブリッジの斜視図である。
FIG. 1 is a schematic diagram of a high-speed train passage station in a tunnel provided with a shock wave countermeasure device according to an embodiment of the present invention, and FIG. 2 is a perspective view of an airtight door device in a high-speed train passage station in the tunnel. 2 (a) is a diagram showing a state in which the airtight door of the indoor airtight door device is open, FIG. 2 (b) is a diagram showing a state in which the airtight door of the indoor airtight door device is closed, and FIG. 3 is inside the tunnel. It is a perspective view of a boarding bridge which has a platform airtight door device of a high-speed train passage station.

【0013】これらの図において、1は本線、2は分岐
線(副本線)、2Aはその分岐線2のレール、3はプラ
ットホーム、3Aはプラットホーム3の天井、3Bはプ
ラットホーム3の外壁である。つまり、プラットホーム
は壁及び天井で覆われ、線路に対して気密にすることが
できる。4は入線側分岐装置、4′は出線側分岐装置、
5は入線側通過駅構内の空間を閉じることができる入線
側通過駅構内気密扉装置、5′は出線側通過駅構内の空
間を閉じることができる出線側通過駅構内気密扉装置、
5Aはその入線側通過駅構内気密扉装置5の気密扉、5
Bは入線側通過駅構内気密扉5Aの収納部、5Cはその
気密扉5Aを収納可能にするとともに、その気密扉5A
を作動させる駆動装置を内蔵する駆動部であり、車両が
通過する構内5Dの天井内に配置される。6はプラット
ホームの外壁3Bから延びるボーディングブリッジであ
り、そのボーディングブリッジ基部6Aにはプラットホ
ーム気密扉装置7が配置される。つまり、このプラット
ホーム気密扉装置7は、その気密扉7Aと、その気密扉
7Aを収納可能にするとともにその気密扉7Aをスライ
ド駆動させることができる駆動装置を内蔵する駆動部7
Bで構成される。また、8は一時停車すべき車両、9は
本発明の衝撃波対策装置を統括制御する電子制御装置
(コンピュータ内蔵)、10は列車入線・出線監視装置
(カメラ)、11は本線1と分岐線(副本線)2との間
に設けられる堅固な仕切壁である。なお、仕切り壁11
に代えて、分岐線(副本線)2は本線1とは別のトンネ
ルとするようにしてもよい。この仕切壁11によって分
岐線(副本線)2が本線1に対して気密に保たれる。
In these drawings, 1 is a main line, 2 is a branch line (sub-main line), 2A is a rail of the branch line 2, 3 is a platform, 3A is a ceiling of the platform 3, and 3B is an outer wall of the platform 3. That is, the platform can be covered by walls and ceilings and made airtight with respect to the tracks. 4 is an input side branch device, 4'is an output side branch device,
5 is an airtight door device in the entrance side passage station which can close the space in the entrance side passage station, and 5'is an airtight door device in the exit line passage station which can close the space in the exit line passage station,
5A is an airtight door of the entrance side passage station premises airtight door device 5
B is a storage portion of the entrance side passage station premises airtight door 5A, and 5C allows the airtight door 5A to be stored, and the airtight door 5A
Is a drive unit having a built-in drive device for operating the vehicle, and is disposed in the ceiling of the premises 5D through which the vehicle passes. Reference numeral 6 denotes a boarding bridge extending from the outer wall 3B of the platform, and the platform airtight door device 7 is arranged at the base 6A of the boarding bridge. That is, the platform airtight door device 7 includes the airtight door 7A, and the drive unit 7 that includes the airtight door 7A and a drive device that can slide the airtight door 7A.
It consists of B. Further, 8 is a vehicle to be temporarily stopped, 9 is an electronic control unit (built-in computer) for integrally controlling the shock wave countermeasure device of the present invention, 10 is a train entrance / exit line monitoring device (camera), 11 is a main line 1 and a branch line It is a solid partition wall provided between the (sub-main line) 2 and it. The partition wall 11
Instead of this, the branch line (sub-main line) 2 may be a tunnel different from the main line 1. The partition wall 11 keeps the branch line (sub-main line) 2 airtight with respect to the main line 1.

【0014】次に、本発明の衝撃波対策装置の動作につ
いて説明する。
Next, the operation of the shock wave countermeasure device of the present invention will be described.

【0015】図4は本発明の実施例を示す衝撃波対策装
置の動作フローチャートである。
FIG. 4 is an operation flowchart of the shock wave countermeasure device showing the embodiment of the present invention.

【0016】(1)まず、電子制御装置(コンピュータ
内蔵)9の初期値の設定を行う。つまり、入線側分岐装
置4および出線側分岐装置4′は本線1側に切り換えら
れており、入線側通過駅構内気密扉装置5、出線側通過
駅構内気密扉装置5′及びプラットホーム気密扉装置7
は閉じられた状態にある(ステップS1)。
(1) First, the initial value of the electronic control unit (built-in computer) 9 is set. That is, the incoming line side branching device 4 and the outgoing line side branching device 4'are switched to the main line 1 side, and the incoming line side passage station premises airtight door device 5, the outgoing line side passage station premises airtight door device 5'and the platform airtight door Device 7
Is in a closed state (step S1).

【0017】(2)そこで、一時停車すべき車両8が本
線1を進行してくると、入線側分岐装置4が作動して、
本線1側から分岐線2へと切り換わる(ステップS
2)。
(2) Then, when the vehicle 8 to be temporarily stopped travels on the main line 1, the entrance side branching device 4 is operated,
Switching from the main line 1 side to the branch line 2 (step S
2).

【0018】(3)入線側分岐装置4の分岐線2への切
り換えと同時に入線側通過駅構内気密扉装置5の気密扉
5Aを開く(ステップS3)。
(3) Simultaneously with the switching of the entrance side branching device 4 to the branch line 2, the airtight door 5A of the entrance side passage station premises airtight door device 5 is opened (step S3).

【0019】(4)一時停車すべき車両8がプラットホ
ーム3に入線を完了したか否かをチェックする(ステッ
プS4)。このチェックは列車入線・出線監視装置10
で行う。
(4) It is checked whether or not the vehicle 8 to be temporarily stopped has entered the platform 3 (step S4). This check is for train entrance / exit monitoring device 10
Done in.

【0020】(5)一時停車すべき車両8がプラットホ
ーム3に入線を完了したら、入線側通過駅構内気密扉装
置5の気密扉5Aを閉じる(ステップS5)。
(5) When the vehicle 8 to be temporarily stopped has entered the platform 3, the airtight door 5A of the entrance-side passage station premises airtight door device 5 is closed (step S5).

【0021】(6)同時に入線側分岐装置4を分岐線2
から本線1へと切り換える(ステップS6)。
(6) At the same time, the branching device 4 is connected to the branching line 2
To main line 1 (step S6).

【0022】(7)一時停車すべき車両8にはボーディ
ングブリッジ6が接続され、プラットホーム気密扉装置
7の気密扉7Aが開かれる(ステップS7)。
(7) The boarding bridge 6 is connected to the vehicle 8 to be temporarily stopped, and the airtight door 7A of the platform airtight door device 7 is opened (step S7).

【0023】(8)一時停車すべき車両8の乗降客の移
動が終わったか否かをチェックする(ステップS8)。
このチェックは列車入線・出線監視装置10で行う。
(8) It is checked whether the passengers of the vehicle 8 to be temporarily stopped have finished moving (step S8).
This check is performed by the train entrance / exit monitoring device 10.

【0024】(9)一時停車すべき車両8の乗降客の移
動が終わったら、まず、車両8の扉を閉めると同時にボ
ーディングブリッジ6先端の簡易扉(図示なし)を閉
じ、続いて、ボーディングブリッジ6を移動収容し、ブ
リッジ基部6Aのプラットホーム気密扉装置7の気密扉
7Aを閉じる(ステップS9)。
(9) When the passengers of the vehicle 8 to be temporarily stopped have finished moving, first close the door of the vehicle 8 and at the same time close the simple door (not shown) at the tip of the boarding bridge 6, and then the boarding bridge. 6 is moved and accommodated, and the airtight door 7A of the platform airtight door device 7 of the bridge base 6A is closed (step S9).

【0025】(10)通過すべき車両が本線1を通過し
たか否かをチェックする(ステップS10)。この状態
では、通過すべき車両が本線1を通過(ステップS1
0)しても、通過駅のプラットホームを含む構内にいる
人には、何ら衝撃波の影響が及ぶことはない。
(10) It is checked whether or not the vehicle to pass has passed the main line 1 (step S10). In this state, the vehicle to be passed passes the main line 1 (step S1).
Even if 0), the shock wave does not affect people on the premises including the platform of the passage station.

【0026】(11)通過すべき車両が本線1を通過
し、一時停車した車両8が出線することになると、出線
側通過駅構内気密扉装置5′の気密扉は開かれ(ステッ
プS11)、一時停車した車両8が出発する。
(11) When the vehicle to pass passes through the main line 1 and the temporarily stopped vehicle 8 departs, the airtight door of the airtight door device 5'in the exit side passage station is opened (step S11). ), The temporarily stopped vehicle 8 departs.

【0027】(12)出線側通過駅構内気密扉装置5′
の気密扉が開かれると、出線側分岐装置4′が作動し
て、本線1側から分岐線2側に切り換わる(ステップS
12)。
(12) Airtight door device 5'at the exit side passage station premises
When the airtight door is opened, the outgoing line side branching device 4'actuates to switch from the main line 1 side to the branch line 2 side (step S).
12).

【0028】(13)一時停車した車両8が出線を完了
したか否かをチェックする(ステップS13)。
(13) It is checked whether or not the temporarily stopped vehicle 8 has completed the departure (step S13).

【0029】(14)一時停車した車両8が出線を完了
したら、出線側通過駅構内気密扉装置5′の気密扉を閉
じる(ステップS14)。
(14) When the temporarily stopped vehicle 8 completes the exit line, the airtight door of the exit-side passage station premises airtight door device 5'is closed (step S14).

【0030】(15)最後に、出線側分岐装置4′が作
動して、分岐線2側から本線1側に切り換わる(ステッ
プS15)。
(15) Finally, the outgoing line side branching device 4'actuates to switch from the branch line 2 side to the main line 1 side (step S15).

【0031】なお、上記(14)と(15)の出線側気
密扉5′の閉動作は出線側分岐装置4′の本線への転換
と同期して行うようにしてもよい。
The closing operation of the outgoing line side airtight door 5'in the above (14) and (15) may be performed in synchronization with the conversion of the outgoing line side branching device 4'to the main line.

【0032】このように、一時停車する車両8が入線す
ると、気密扉装置5の気密扉5Aが開き、そこで、その
列車8は本線1から分岐線2へと案内され、開かれてい
る入線側通過駅構内気密扉装置5の気密扉5Aを通過し
て、通過駅のプラットホーム3に到達する。すると、入
線側分岐装置4の動作を確認して入線側通過駅構内気密
扉装置5が動作して、通過駅の構内の空間が閉じられ
る。すると、車両ドア(図示なし)及びボーディングブ
リッジ6の基部6Aに配置されたプラットホーム気密扉
装置7の気密扉7Bが開かれて、乗降客は停車すべき車
両8への乗降ができる。それが終わると、プラットホー
ム気密扉装置7の気密扉7Aを閉じるようにする。
In this way, when the temporarily stopped vehicle 8 enters the line, the airtight door 5A of the airtight door device 5 is opened, where the train 8 is guided from the main line 1 to the branch line 2 and is open to the entrance side. It passes through the airtight door 5A of the airtight door device 5 in the passage station and reaches the platform 3 of the passage station. Then, the operation of the entrance-side branch device 4 is confirmed, the entrance-side passage station premises airtight door device 5 operates, and the space in the premises of the passage station is closed. Then, the vehicle door (not shown) and the airtight door 7B of the platform airtight door device 7 arranged at the base portion 6A of the boarding bridge 6 are opened, and passengers can get on and off the vehicle 8 to be stopped. After that, the airtight door 7A of the platform airtight door device 7 is closed.

【0033】また、図2に示すように、本発明の入線側
気密扉5A及び出線側気密扉5A′は上方から昇降する
ように駆動して、分岐線2のレール2Aとの間をできる
だけ塞いで気密にすることが望ましい。
Further, as shown in FIG. 2, the entrance-side airtight door 5A and the exit-side airtight door 5A 'of the present invention are driven so as to move up and down from above so that the space between the branch line 2 and the rail 2A can be minimized. It is desirable to close it and make it airtight.

【0034】また、図3に示すように、本発明のプラッ
トホーム気密扉7Aは、横側に配置される気密扉7Aの
収納・駆動部に配置される駆動装置の駆動によりスライ
ドさせることにより、ボーディングブリッジ6の開閉を
行うことができる。
Further, as shown in FIG. 3, the platform airtight door 7A of the present invention is slid by the drive of the drive device disposed in the housing / drive portion of the airtight door 7A disposed on the lateral side, so that the boarding is performed. The bridge 6 can be opened and closed.

【0035】このように構成したので、このトンネル内
の通過駅に停車することなく、本線1を通過する高速列
車に起因する衝撃波によっても、この通過駅を利用する
乗降客へのその衝撃波による影響をなくすことができ
る。また、一時停車列車を追い越す通過列車のみなら
ず、いかなるタイミングで進入してくる反対方向通過列
車に対しても、乗降客は衝撃波から防護される。
With this configuration, the shock wave caused by the high-speed train passing through the main line 1 without stopping at the passage station in this tunnel also affects the passengers using this passage station by the shock wave. Can be eliminated. Moreover, passengers are protected from shock waves not only for passing trains passing over temporarily stopped trains but also for passing trains in the opposite direction that come in at any time.

【0036】特に、トンネル内の通過駅を高速で通過す
るリニアモータカーにおいては、衝撃波による乗降客の
鼓膜の破損を回避することができ、必須の装置となる。
In particular, in a linear motor car that passes through a passage station in a tunnel at high speed, damage to the eardrum of passengers due to shock waves can be avoided, and this is an essential device.

【0037】なお、分岐線への停車すべき車両8の入線
は、入線側分岐装置4による検知ではなく、分岐線2に
検出器(例えば、タグ)を配置して、それにより、停車
すべき車両8の入線を検出するようにしてもよい。
It should be noted that when the vehicle 8 to be stopped on the branch line is not detected by the branch line side branching device 4, a detector (for example, a tag) is arranged on the branch line 2 to stop the vehicle. You may make it detect the incoming line of the vehicle 8.

【0038】このように、新幹線や磁気浮上鉄道(リニ
アモータカー)が高速で通過するトンネル内高速列車通
過駅の衝撃波対策装置としては極めて有効である。
As described above, it is extremely effective as a shock wave countermeasure device for a high-speed train passage station in a tunnel through which a bullet train or a magnetic levitation railway (linear motor car) passes at high speed.

【0039】なお、上記実施例では、磁気浮上式鉄道
(リニアモーターカー)について述べているので、乗降
客の磁界からの保護のために必要となるボーディングブ
リッジを有するものとして説明したが、新幹線の場合
は、ボーディングブリッジは不要になるので、車両の扉
とプラットホーム気密扉装置とで構成することができ、
その分構成が簡略化される。
Since the magnetic levitation type railway (linear motor car) is described in the above embodiment, it was explained as having a boarding bridge necessary for protection from the magnetic field of passengers. In this case, the boarding bridge is unnecessary, so it can be configured with the vehicle door and the platform airtight door device.
The configuration is simplified accordingly.

【0040】また、本発明は上記実施例に限定されるも
のではなく、本発明の趣旨に基づいて種々の変形が可能
であり、それらを本発明の範囲から排除するものではな
い。
The present invention is not limited to the above embodiments, and various modifications can be made based on the spirit of the present invention, which are not excluded from the scope of the present invention.

【0041】[0041]

【発明の効果】以上、詳細に説明したように、本発明に
よれば、以下のような効果を奏することができる。
As described in detail above, according to the present invention, the following effects can be achieved.

【0042】(A)トンネル内高速列車通過駅の利用者
は通過車両が生成する衝撃波に対しても安全に対応する
ことができる。
(A) A user of a high-speed train passing station in a tunnel can safely cope with a shock wave generated by a passing vehicle.

【0043】特に、トンネル内に「ひかり」タイプの列
車や、磁気浮上鉄道(リニアモータカー)が高速で通過
可能な通過駅を構築することができる。
In particular, it is possible to construct a passage station through which a "Hikari" type train and a magnetic levitation railway (linear motor car) can pass at high speed in a tunnel.

【0044】(B)更に、磁気浮上鉄道(リニアモータ
カー)が高速で通過するトンネル内高速列車通過駅の衝
撃波対策装置としては必須であり、有効である。
(B) Further, it is indispensable and effective as a shock wave countermeasure device for a high-speed train passage station in a tunnel where a magnetic levitation railway (linear motor car) passes at high speed.

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

【図1】本発明の実施例を示す衝撃波対策装置を設けた
トンネル内高速列車通過駅の模式図である。
FIG. 1 is a schematic diagram of a high-speed train passage station in a tunnel provided with a shock wave countermeasure device according to an embodiment of the present invention.

【図2】本発明の実施例を示すトンネル内高速列車通過
駅の構内気密扉装置の斜視図である。
FIG. 2 is a perspective view of an indoor airtight door device of a high-speed train passage station in a tunnel showing an embodiment of the present invention.

【図3】本発明の実施例を示すトンネル内高速列車通過
駅のプラットホーム気密扉装置を有するボーディングブ
リッジの斜視図である。
FIG. 3 is a perspective view of a boarding bridge having a platform hermetic door device of a high-speed train passage station in a tunnel showing an embodiment of the present invention.

【図4】本発明の実施例を示す衝撃波対策装置の動作フ
ローチャートである。
FIG. 4 is an operation flowchart of the shock wave countermeasure device showing the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 本線 2 分岐線(副本線) 2A 分岐線のレール 3 プラットホーム 3A プラットホームの天井 3B プラットホームの外壁 4 入線側分岐装置 4′ 出線側分岐装置 5 入線側通過駅構内気密扉装置 5′ 出線側通過駅構内気密扉装置 5A 入線側通過駅構内気密扉 5B 入線側通過駅構内気密扉の収納部 5C 駆動装置を内蔵する駆動部 5D 構内 6 ボーディングブリッジ 6A ボーディングブリッジ基部 7 プラットホーム気密扉装置 7A プラットホーム気密扉 7B 駆動装置を内蔵する駆動部 8 停車すべき車両 9 電子制御装置(コンピュータ内蔵) 10 列車入線・出線監視装置(カメラ) 11 堅固な仕切壁 1 main line 2 branch lines (secondary line) 2A branch line rail 3 platforms 3A platform ceiling Outer wall of 3B platform 4 Entry side branch device 4'Outlet side branch device 5 Entrance side passage station airtight door device Airtight door device inside the station on the 5'exit side 5A entrance side passage station airtight door 5B Entrance side passage Station airtight door storage Drive unit with built-in 5C drive 5D premises 6 boarding bridge 6A Boarding bridge base 7 Platform airtight door device 7A platform airtight door 7B Drive unit with built-in drive Vehicles that should be stopped 9 Electronic control unit (built-in computer) 10 Train incoming / outgoing line monitoring device (camera) 11 solid partition walls

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 別トンネル又は堅固な壁により本線とは
気密に保ち得る分岐線を有し、 (a)前記本線から通過駅へ停車すべき列車の前記分岐
線へのルート構成を検出する検出装置と、 (b)該検出装置からの信号によって前記通過駅の構内
の空間を開閉する入線側通過駅構内気密扉装置と、 (c)前記通過駅の構内の空間を開閉する出線側通過駅
構内気密扉装置と、 (d)前記通過駅の壁及び天井で覆われるプラットホー
ムと前記通過駅に停車中の車両とを接続するボーディン
グブリッジを配置するとともに、前記入線側通過駅構内
気密扉装置を閉じた後に開かれるプラットホーム気密扉
装置とを具備することを特徴とするトンネル内高速列車
通過駅の衝撃波対策装置。
1. A detection for detecting a route configuration of a train to be stopped from the main line to the passing station to the branch line by having a branch line that can be kept airtight from the main line by another tunnel or a solid wall. A device, (b) an entrance-side passage station airtight door device that opens and closes a space in the passage station premises by a signal from the detection device, and (c) an exit-side passage that opens and closes a space in the passage station premises An airtight door device in the station premises, (d) a platform covered by the walls and ceiling of the passage station, and a boarding bridge connecting a vehicle stopped at the passage station, and the airtight door in the passage station A shock wave countermeasure device for a high-speed train passage station in a tunnel, comprising a platform airtight door device that is opened after the device is closed.
【請求項2】 請求項1記載のトンネル内高速列車通過
駅の衝撃波対策装置において、前記検出装置は、本線か
ら分岐線への分岐点に配置される分岐装置であることを
特徴とするトンネル内高速列車通過駅の衝撃波対策装
置。
2. The shock wave countermeasure device for a high-speed train passage station in a tunnel according to claim 1, wherein the detection device is a branching device arranged at a branch point from a main line to a branch line. Shock wave countermeasure device for high-speed train passage stations.
【請求項3】 請求項1記載のトンネル内高速列車通過
駅の衝撃波対策装置において、前記検出装置は前記分岐
線に配置される列車に応動するタグであることを特徴と
するトンネル内高速列車通過駅の衝撃波対策装置。
3. The shock wave countermeasure device for a high-speed train passage station in a tunnel according to claim 1, wherein the detection device is a tag that responds to a train arranged on the branch line. Station shock wave countermeasure device.
【請求項4】 請求項1記載のトンネル内高速列車通過
駅の衝撃波対策装置において、前記入線側及び出線側通
過駅構内気密扉装置は、前記分岐線の上方から降りる気
密扉であることを特徴とするトンネル内高速列車通過駅
の衝撃波対策装置。
4. The shock wave countermeasure device for a high-speed train passage station in a tunnel according to claim 1, wherein the entrance-side and exit-side passage station premises airtight door device is an airtight door that descends from above the branch line. A shock wave countermeasure device for high-speed train passage stations in tunnels.
【請求項5】 請求項1記載のトンネル内高速列車通過
駅の衝撃波対策装置において、前記プラットホーム気密
扉装置は、前記プラットホームの外壁に開けられたボー
ディングブリッジ基部に配置することを特徴とするトン
ネル内高速列車通過駅の衝撃波対策装置。
5. The shock wave countermeasure device for a high-speed train passage station in a tunnel according to claim 1, wherein the platform airtight door device is arranged at a base of a boarding bridge opened on an outer wall of the platform. Shock wave countermeasure device for high-speed train passage stations.
【請求項6】 請求項1記載のトンネル内高速列車通過
駅の衝撃波対策装置において、前記プラットホーム気密
扉装置は、前記プラットホームの外壁に設けることを特
徴とするトンネル内高速列車通過駅の衝撃波対策装置。
6. The shock wave countermeasure device for a high-speed train passage station in a tunnel according to claim 1, wherein the platform airtight door device is provided on an outer wall of the platform. .
JP2002022754A 2002-01-31 2002-01-31 Shock wave countermeasure device at high-speed train passing station in tunnel. Expired - Fee Related JP3701612B2 (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
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JP3701612B2 JP3701612B2 (en) 2005-10-05

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JP2011122334A (en) * 2009-12-10 2011-06-23 Railway Technical Research Institute Automatic wall surface opening/closing blade device in station building
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WO2013094829A1 (en) * 2011-12-20 2013-06-27 한국철도기술연구원 Active pressurization system making use of platform track area upper slab of underground train station
KR101328999B1 (en) 2011-09-30 2013-11-12 한국철도기술연구원 The pressure wave cutoff which occurs in the platform of underground history
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Publication number Priority date Publication date Assignee Title
JP2010116734A (en) * 2008-11-13 2010-05-27 Railway Technical Res Inst Upper and lower line connecting type high-speed air current circulation tunnel
JP2011122334A (en) * 2009-12-10 2011-06-23 Railway Technical Research Institute Automatic wall surface opening/closing blade device in station building
KR101328999B1 (en) 2011-09-30 2013-11-12 한국철도기술연구원 The pressure wave cutoff which occurs in the platform of underground history
US9421983B2 (en) 2011-12-20 2016-08-23 Korea Railroad Research Institute Active pressurization system making use of platform track area upper slab of underground train station
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CN102649434A (en) * 2012-05-08 2012-08-29 铁道第三勘察设计院集团有限公司 Simple structure for front throat region of parking lot library of railway passenger transport system
KR101364152B1 (en) 2012-11-16 2014-02-18 (주)비엔텍아이엔씨 System for blocking pressure wave in underground platform, and underground train station having such system
KR101364963B1 (en) 2012-11-16 2014-02-19 한국철도기술연구원 System for blocking pressure wave in underground platform, and underground train station having such system
JP2015057339A (en) * 2013-09-16 2015-03-26 インノヴァ・パテント・ゲゼルシャフト・ミット・ベシュレンクテル・ハフツング Cableway system for transporting persons
CN106143501A (en) * 2016-07-22 2016-11-23 中铁第四勘察设计院集团有限公司 The arrangement at formula station is held to the greatest extent in urban track traffic
CN108891423A (en) * 2018-07-27 2018-11-27 中铁第四勘察设计院集团有限公司 A kind of track circuit structure of reserved branch line condition
CN108891423B (en) * 2018-07-27 2024-04-19 中铁第四勘察设计院集团有限公司 Track line structure of reserved branch line condition
CN111469864A (en) * 2020-04-29 2020-07-31 杭州欣禾工程管理咨询有限公司 Safety device for underground rail transit

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