JP5392621B2 - Wall automatic opening and closing blade device in station building - Google Patents

Wall automatic opening and closing blade device in station building Download PDF

Info

Publication number
JP5392621B2
JP5392621B2 JP2009280090A JP2009280090A JP5392621B2 JP 5392621 B2 JP5392621 B2 JP 5392621B2 JP 2009280090 A JP2009280090 A JP 2009280090A JP 2009280090 A JP2009280090 A JP 2009280090A JP 5392621 B2 JP5392621 B2 JP 5392621B2
Authority
JP
Japan
Prior art keywords
blade
station building
housing
side wall
rotation center
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.)
Expired - Fee Related
Application number
JP2009280090A
Other languages
Japanese (ja)
Other versions
JP2011122334A (en
Inventor
泰 武居
聖治 山田
光和 秋山
眞 藤本
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 JP2009280090A priority Critical patent/JP5392621B2/en
Publication of JP2011122334A publication Critical patent/JP2011122334A/en
Application granted granted Critical
Publication of JP5392621B2 publication Critical patent/JP5392621B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Description

本発明は、列車が通過する駅舎における壁面自動開閉羽根装置に関し、詳しくは、例えば新幹線列車のような高速列車が通過する駅に構築された例えばシェルター型形状の駅舎における高速列車の通過時の急激な圧力変動を軽減する駅舎における壁面自動開閉羽根装置に関するものである。   The present invention relates to a wall surface automatic opening and closing blade device in a station building through which a train passes, and more specifically, for example, a rapid change in the passage of a high-speed train in a station building of, for example, a shelter type constructed in a station through which a high-speed train such as a Shinkansen train passes. TECHNICAL FIELD The present invention relates to a wall surface automatic opening / closing blade device in a station building that reduces a significant pressure fluctuation.

例えば、新幹線列車のような高速列車が走行する駅、特に雪国の駅の場合、乗客に対する寒さ予防対策、風雪被害回避対策として、ホーム外側の側壁部と天井部とを一体化しシェルター型形状に構築したシェルター型の駅舎を採用する場合が多い。   For example, at stations where high-speed trains such as Shinkansen trains run, especially in snowy country stations, shelter-type shapes are constructed by integrating the side walls and ceiling of the outside of the platform as measures to prevent cold weather and avoid wind and snow damage. Often, shelter-type station buildings are used.

このようなシェルター型の駅舎51を高速列車Tが通過する場合の駅舎内に生じる圧力変動について、図10を参照して概説する。   The pressure fluctuation generated in the station building when the high-speed train T passes through such a shelter type station building 51 will be outlined with reference to FIG.

図10に示すように、高速列車Tがシェルター型の駅舎51に進入し先頭部が通過して行く場合、先頭部の通過による衝撃的空気圧変動によりシェルター型の駅舎51内に急激な+圧力(正圧)の圧力変動が発生する。   As shown in FIG. 10, when the high-speed train T enters the shelter-type station building 51 and the leading portion passes through, a sudden + pressure ( (Positive pressure) pressure fluctuation occurs.

また、高速列車Tの後尾部が通過する際には、後尾部の通過により、−圧力(負圧)が発生し、同じく圧力変動が起こる。   Moreover, when the tail part of the high-speed train T passes, -pressure (negative pressure) is generated due to the passage of the tail part, and pressure fluctuations similarly occur.

このため、シェルター型の駅舎51内で高速列車Tの通過が多数回にわたって繰り返されると、圧力変動の繰り返しにより駅舎51の建築部材に疲労損傷が生じたり、圧力変動により生じる圧力差によりホームと外部を隔てる窓、ドア、さらにはホームにつながる階段部、エスカレータ等のような開口部で強風が発生する。   For this reason, if the passage of the high-speed train T is repeated many times in the shelter-type station building 51, fatigue damage occurs in the building members of the station building 51 due to repeated pressure fluctuations, or the pressure difference between the platform and the outside due to pressure fluctuations. Strong winds are generated at the windows, doors, stairs, escalators, etc. that lead to the platform.

特許文献1には、本発明に関連する技術として、衝撃的空気圧変動によるトンネルやその内部構築物等の損耗や磨耗等を防止することを目的として、高速列車進行方向トンネル手前近く、及び、トンネルの出口にトンネル検知信号発信機及びトンネル通過信号発信機を取り付け、高速列車側には、前記各発信機からの信号を受信する信号受信機、送風機制御装置、列車付送風機を設置して、高速列車がトンネル内を高速通過する時は、トンネル検知信号発信機からの信号を基に、送風機制御装置を介して列車付送風機を駆動し、トンネル内に送風したり、又は、トンネル側に配置した送風機を駆動してトンネル内に送風し、トンネル内空気と列車との衝突を阻止し、衝撃及び騒音発生の原因を除去するように構成した送風式トンネル内衝撃及び騒音防止システムが提案されている。   In Patent Document 1, as a technique related to the present invention, for the purpose of preventing wear or wear of the tunnel and its internal structure due to shock air pressure fluctuation, near the tunnel in the high-speed train traveling direction, At the exit, a tunnel detection signal transmitter and a tunnel passage signal transmitter are installed, and on the high-speed train side, a signal receiver that receives signals from each of the transmitters, a fan control device, and a fan with a train are installed. When the vehicle passes through the tunnel at high speed, the fan with a train is driven through the blower control device based on the signal from the tunnel detection signal transmitter, and the blower is blown into the tunnel or arranged on the tunnel side. To blow into the tunnel to prevent collision between the tunnel air and the train, and to eliminate the cause of impact and noise generation. Noise prevention systems have been proposed.

しかし、この特許文献1の場合、前記両発振機、信号受信機、送風機制御装置、送風機を備える複雑なシステム構成であった。   However, in the case of this patent document 1, it was a complicated system structure provided with both the said oscillator, a signal receiver, a fan control apparatus, and a fan.

特開2005−350042号公報JP 2005-350042 A

本発明が解決しようとする問題点は、電気機器又は電子機器を全く使用しない簡略かつ安価な構成でありながら、高速列車が通過するシェルター型の駅舎において、高速列車通過時の圧力変動を軽減し、シェルター型の駅舎の建築部材の損傷を回避し、かつ、ホーム上の利用客等の安全を確保し得るとともに、列車通過時以外の時間帯においてはホーム上にいる利用客が風雪や雨に晒されることがないような駅舎における壁面自動開閉羽根装置が存在しない点である。   The problem to be solved by the present invention is to reduce pressure fluctuations when passing through a high-speed train in a shelter-type station building through which a high-speed train passes while having a simple and inexpensive configuration that does not use any electrical or electronic equipment. In addition to avoiding damage to building components of shelter-type station buildings, it is possible to ensure the safety of passengers on the platform, etc. There is no wall surface automatic opening and closing blade device in a station building that is not exposed.

本発明は、列車が通過するシェルター型の駅舎におけるホーム側と、前記駅舎の外部とを区画する側壁部に取り付けられる駅舎における壁面自動開閉羽根装置であって、ホーム側の端面が開口し、駅舎外部側の端面に羽根取り付け口を設けた箱型状の筺体と、前記筺体における羽根取り付け口の上下方向中心位置に水平に架設した回転中心軸と、前記回転中心軸により、前記羽根取り付け口を閉塞又は開口可能な状態で上下方向中心位置を支持されるとともに、シェルター型の駅舎外から内側への風圧作用時には羽根取り付け口に対する閉塞状態を維持する中心軸羽根と、前記ホーム側の端面上部から前記筺体内の回転中心軸近傍位置に至る範囲に取り付けられ、前記駅舎における高速の列車の通過時における前記ホーム側からの衝撃的空気圧変動を前記中心軸羽根の内面の下半部に誘導し、中心軸羽根を強制開口させる遮蔽誘導板と、一端を筺体側壁から突出する回転中心軸端部に連結し、他端側を筺体側壁に沿って延在した回動片と、前記筺体の側壁と前記回動片とにわたって取り付けられ、常時前記回動片を介して前記中心軸羽根に閉塞方向の力を付与して、前記衝撃的空気圧変動消滅後前記中心軸羽根を閉塞方向に回動させ前記羽根取り付け口を閉塞させる気体圧又は液体圧を利用した第1の伸縮動作体と、前記筺体の側壁と前記回動片とにわたって取り付けられ、前記第1の伸縮動作体による回動片の閉塞方向の力に対する抗力を前記回動片を介して前記中心軸羽根に付与し、前記中心軸羽根の閉塞時間を遅延させる気体圧又は液体圧を利用した第2の伸縮動作体と、を有することを最も主要な特徴とする。   The present invention is a wall surface automatic opening / closing blade device in a station building attached to a side wall partitioning a platform side in a shelter-type station building through which a train passes and the outside of the station building, and an end surface on the platform side is opened, A box-shaped housing provided with a blade attachment port on the end face on the outside, a rotation center shaft laid horizontally at the vertical center position of the blade attachment port in the housing, and the blade attachment port by the rotation center shaft. A central axis blade that is supported in the vertical center position in a state where it can be closed or opened, and that maintains a closed state with respect to the blade attachment port during the wind pressure action from the outside to the inside of the shelter-type station building, and from the upper end surface on the platform side Impact air from the platform side when the high-speed train passes through the station building, which is attached to a range near the rotation center axis in the enclosure. Fluctuation is guided to the lower half part of the inner surface of the central shaft blade, the shield guide plate for forcibly opening the central shaft blade, and one end connected to the end of the rotating central shaft protruding from the housing side wall, and the other end side to the housing side wall Is attached over the rotating piece extending along the side wall of the casing and the rotating piece, and always applies a force in the closing direction to the central shaft blade via the rotating piece, thereby After the air pressure fluctuation disappears, the central shaft blade is rotated in the closing direction and the blade mounting port is closed, and the first telescopic operation body using the gas pressure or liquid pressure is attached, and the side wall of the housing is attached to the rotating piece. Gas pressure or liquid that applies a resistance against the force in the closing direction of the rotating piece by the first telescopic operating body to the central shaft blade through the rotating piece, and delays the closing time of the central shaft blade. A second telescopic motion body using pressure, The most important feature to be.

請求項1記載の発明によれば、電気機器又は電子機器を全く使用せず、純機構的な構造からなる簡略かつ安価な構成でありながら、高速列車が通過するシェルター型の駅舎において、高速列車の通過時の圧力変動を軽減し、駅舎の建築部材の損傷を回避し、かつ、ホーム上の利用客等の安全を確保し得るとともに、列車通過時以外の時間帯においてはホーム上にいる利用客が風雪や雨に晒されることがない斬新な壁面自動開閉羽根装置を提供することができる。   According to the first aspect of the present invention, in a shelter-type station building through which a high-speed train passes while having a simple and inexpensive structure having a purely mechanical structure without using any electrical or electronic equipment, the high-speed train Reduces pressure fluctuations when passing trains, avoids damage to building components in the station building, and ensures the safety of passengers on the platform, and is used on the platform during times other than when the train is passing It is possible to provide a novel wall surface automatic opening and closing blade device in which customers are not exposed to wind and snow or rain.

請求項2記載の発明によれば、直方体箱型状の筺体、四角形状の羽根取り付け口、四角形状の中心軸羽根、曲面形状の遮蔽誘導板を採用した構成の基に、請求項1記載の発明の場合と同様、電気機器又は電子機器を全く使用せず、純機構的な構造からなる簡略かつ安価な構成でありながら、高速列車が通過するシェルター型の駅舎において、高速列車の通過時の圧力変動を抑制し、駅舎の建築部材の損傷を回避し、かつ、ホーム上の利用客等の安全を確保し得るとともに、列車通過時以外の時間帯においてはホーム上にいる利用客が風雪や雨に晒させることがない斬新な壁面自動開閉羽根装置を提供することができる。   According to invention of Claim 2, based on the structure of having adopted the structure which employ | adopted the rectangular parallelepiped box-shaped housing, the square-shaped blade | wing attachment port, the square-shaped center axis | shaft blade, and the curved-surface-shaped shielding guide plate. As in the case of the invention, the shelter-type station building through which the high-speed train passes, while using a simple and inexpensive structure that does not use any electrical or electronic equipment and has a pure mechanical structure, It is possible to suppress pressure fluctuations, avoid damage to building components of the station building, and to ensure the safety of passengers on the platform. A novel wall surface automatic opening / closing blade device that is not exposed to rain can be provided.

請求項3記載の発明によれば、請求項2記載の発明の場合と同様な構成で、かつ、シェルター型の駅舎の側壁部に対し、ホームに沿って間隔を隔て複数個列設した構成の基に、電気機器又は電子機器を全く使用せず、純機構的な構造からなる簡略かつ安価な構成でありながら、高速列車が通過するシェルター型の駅舎において、ホーム全体にわたって高速列車の通過時の圧力変動を抑制し、駅舎の建築部材の損傷を回避し、かつ、ホーム上の利用客等の安全を確保し得るとともに、列車通過時以外の時間帯においてはホーム上にいる利用客が風雪や雨に晒させることがない斬新な壁面自動開閉羽根装置を提供することができる。   According to the invention described in claim 3, the configuration is the same as that of the invention described in claim 2, and a plurality of rows are arranged at intervals along the platform with respect to the side wall portion of the shelter-type station building. On the basis of the shelter-type station building through which the high-speed train passes, while not using any electrical or electronic equipment at all and having a pure mechanical structure, the high-speed train passes through the entire platform. It is possible to suppress pressure fluctuations, avoid damage to building components of the station building, and to ensure the safety of passengers on the platform. A novel wall surface automatic opening / closing blade device that is not exposed to rain can be provided.

請求項4記載の発明によれば、電気機器又は電子機器を全く使用せず、純機構的なN個の筺体構造からなる簡略かつ安価な構成でありながら、高速列車が通過するシェルター型の駅舎において、羽根取り付け口により広い開口面積を確保して高速列車の通過時の圧力変動をより確実に軽減し、駅舎の建築部材の損傷を回避し、かつ、ホーム上の利用客等の安全を確保し得るとともに、列車通過時以外の時間帯においては駅舎の外部からの風雪や雨がホームに侵入することはなく、ホーム上にいる利用客が風雪や雨に晒させることがない壁面自動開閉羽根装置を提供することができる。   According to the invention of claim 4, a shelter-type station building through which a high-speed train passes while having a simple and inexpensive configuration consisting of purely N frame structures without using any electrical or electronic equipment. , A large opening area is secured by the blade attachment port, pressure fluctuation when passing a high-speed train is more reliably reduced, damage to building components of the station building is avoided, and safety of passengers on the platform is ensured In addition, wind and snow from the outside of the station building will not enter the platform during times other than when the train is passing, and the passengers on the platform will not be exposed to wind or snow. An apparatus can be provided.

請求項5記載の発明によれば、直方体箱型状で上下2段の筺体構造、上下2段の四角形状の羽根取り付け口、上下2段の四角形状の中心軸羽根、上下2段の曲面形状の遮蔽誘導板を採用した構成の基に、請求項4記載の発明の場合と同様、電気機器又は電子機器を全く使用せず、純機構的な構造からなる簡略かつ安価な構成でありながら、高速列車が通過するシェルター型の駅舎において、羽根取り付け口により広い開口を確保して高速列車の通過時の圧力変動をより確実に軽減し、駅舎の建築部材の損傷を回避し、かつ、ホーム上の利用客等の安全を確保し得るとともに、列車通過時以外の時間帯においてはホーム上にいる利用客が風雪や雨に晒させることがない斬新な壁面自動開閉羽根装置を提供することができる。   According to the fifth aspect of the present invention, a rectangular parallelepiped box-shaped upper and lower two-stage housing structure, two upper and lower quadrangular blade attachment ports, two upper and lower quadrangular central axis blades, and two upper and lower curved surface shapes. As in the case of the invention of claim 4, based on the configuration of adopting the shielding guide plate of No. 4, without using any electrical equipment or electronic equipment, while being a simple and inexpensive construction consisting of a purely mechanical structure, In a shelter-type station building through which high-speed trains pass, a wide opening is secured at the blade attachment port to reduce pressure fluctuations when passing through high-speed trains more reliably, avoiding damage to building components of the station building, and on the platform It is possible to provide a novel wall surface automatic opening / closing blade device that can ensure the safety of passengers and the like and prevents the passengers on the platform from being exposed to wind, snow and rain during times other than when the train is passing. .

請求項6記載の発明によれば、請求項5記載の発明の場合と同様な構成で、かつ、シェルター型の駅舎の側壁部に対し、ホームに沿って間隔を隔て複数個列設した構成の基に、羽根取り付け口により広い開口面積を確保してホーム全体にわたって高速列車の通過時の圧力変動をより確実に軽減し、駅舎の建築部材の損傷を回避し、かつ、ホーム上の利用客等の安全を確保し得るとともに、列車通過時以外の時間帯においては駅舎の外部からの風雪や雨がホームに侵入することはなく、ホーム上にいる利用客が風雪や雨に晒させることがない壁面自動開閉羽根装置を提供することができる。   According to the invention described in claim 6, the configuration is the same as that of the invention described in claim 5, and a plurality of rows are arranged at intervals along the platform with respect to the side wall portion of the shelter-type station building. Based on this, a wide opening area is secured by the blade attachment port, pressure fluctuations when passing high-speed trains are more reliably reduced throughout the platform, damage to building components of the station building is avoided, and passengers on the platform, etc. In addition to ensuring the safety of the train station, wind and snow from outside the station building will not enter the platform during times other than when the train is passing, and passengers on the platform will not be exposed to wind or snow. A wall surface automatic opening and closing blade device can be provided.

図1は本発明の実施例1に係る駅舎における壁面自動開閉羽根装置を複数設置したシェルター型の駅舎を示す概略平面図である。FIG. 1 is a schematic plan view showing a shelter-type station building in which a plurality of wall surface automatic opening and closing blade devices are installed in a station building according to Embodiment 1 of the present invention. 図2は本実施例1に係る駅舎における壁面自動開閉羽根装置の概略斜視図である。FIG. 2 is a schematic perspective view of the wall surface automatic opening and closing blade device in the station building according to the first embodiment. 図3は本実施例1に係る壁面自動開閉羽根装置の高速列車通過時の状態を示す概略斜視図である。FIG. 3 is a schematic perspective view illustrating the state of the automatic wall surface opening and closing blade device according to the first embodiment when passing through the high-speed train. 図4は本実施例1に係る壁面自動開閉羽根装置の中心軸回転羽根が閉じる状態を示す概略斜視図である。FIG. 4 is a schematic perspective view showing a state in which the central axis rotary blade of the wall surface automatic opening / closing blade device according to the first embodiment is closed. 図5は本実施例1に係る壁面自動開閉羽根装置の中心軸回転羽根が閉じる状態におけるガススプリング、オイルダンパの動作を示す部分斜視図である。FIG. 5 is a partial perspective view showing the operation of the gas spring and the oil damper when the central axis rotary blade of the wall surface automatic opening / closing blade device according to the first embodiment is closed. 図6は本発明の実施例2に係る駅舎における壁面自動開閉羽根装置の概略斜視図である。FIG. 6 is a schematic perspective view of a wall surface automatic opening / closing blade device in a station building according to Embodiment 2 of the present invention. 図7は本発明の実施例2に係る壁面自動開閉羽根装置における平行リンク機構部を示す側面図である。FIG. 7: is a side view which shows the parallel link mechanism part in the wall surface automatic opening / closing blade apparatus which concerns on Example 2 of this invention. 図8は本実施例2に係る壁面自動開閉羽根装置の高速列車通過時の状態を示す概略斜視図である。FIG. 8 is a schematic perspective view showing a state of the automatic wall surface opening and closing blade device according to the second embodiment when passing through a high-speed train. 図9は本実施例2に係る壁面自動開閉羽根装置の中心軸回転羽根が閉じる状態を示す概略斜視図である。FIG. 9 is a schematic perspective view showing a state in which the central axis rotary blade of the wall surface automatic opening / closing blade device according to the second embodiment is closed. 図10はシェルター型の駅舎を高速列車が通過する場合の駅舎内に生じる圧力変動を示す概略説明図である。FIG. 10 is a schematic explanatory diagram showing pressure fluctuations that occur in a station building when a high-speed train passes through a shelter-type station building.

本発明は、電気機器又は電子機器を全く使用しない簡略かつ安価な構成でありながら、高速列車が通過するシェルター型の駅舎において、高速列車通過時の圧力変動を軽減し、駅舎の建築部材の損傷を回避し、かつ、ホーム上の利用客等の安全を確保し得る駅舎における壁面自動開閉羽根装置を提供するという目的を、列車が通過するシェルター型の駅舎におけるホーム側と、前記駅舎の外部とを区画する側壁部に取り付けられる駅舎における壁面自動開閉羽根装置であって、ホーム側の端面が開口し、駅舎外部側の端面に四角形状の羽根取り付け口を設けた直方体箱型状の筺体と、前記筺体における羽根取り付け口の上下方向中心位置に水平に架設した回転中心軸と、前記回転中心軸により、前記羽根取り付け口を閉塞又は開口可能な状態で上下方向中心位置を支持されるとともに、シェルター型の駅舎外から内側への風圧作用時には羽根取り付け口に対する閉塞状態を維持する四角形状の中心軸羽根と、前記ホーム側の端面上部から前記筺体内の回転中心軸近傍位置に至る範囲に取り付けられ、前記駅舎における高速の列車の通過時における前記ホーム側からの衝撃的空気圧変動を前記中心軸羽根の内面の下半部に誘導し、中心軸羽根を強制開口させる曲面形状の遮蔽誘導板と、一端を筺体側壁から突出する回転中心軸端部に連結し、他端側を筺体側壁に沿って延在した回動片と、前記筺体の側壁と前記回動片とにわたって取り付けられ、常時前記回動片を介して前記中心軸羽根に閉塞方向の力を付与して、前記衝撃的空気圧変動消滅後前記中心軸羽根を閉塞方向に回動させ前記羽根取り付け口を閉塞させる気体圧又は液体圧を利用した第1の伸縮動作体と、前記筺体の側壁と前記回動片とにわたって取り付けられ、前記第1の伸縮動作体による回動片の閉塞方向の力に対する抗力を前記回動片を介して前記中心軸羽根に付与し、前記中心軸羽根の閉塞時間を遅延させる気体圧又は液体圧を利用した第2の伸縮動作体と、を有する構成により実現した。   The present invention is a simple and inexpensive configuration that does not use any electrical or electronic equipment, but in a shelter-type station building through which a high-speed train passes, it reduces pressure fluctuations when the high-speed train passes, and damages the building components of the station building The purpose of providing a wall surface automatic opening and closing blade device in a station building that can ensure the safety of passengers etc. on the platform, the platform side in a shelter type station building through which the train passes, and the outside of the station building A wall surface automatic opening and closing blade device attached to a side wall portion that divides a rectangular parallelepiped box-shaped housing having an open end face on the platform side and a rectangular blade attachment opening on the end face on the outside of the station building; A state in which the blade attachment port can be closed or opened by the rotation center shaft horizontally installed at the center position in the vertical direction of the blade attachment port in the housing. A center shaft blade having a rectangular shape that is supported at the center position in the vertical direction and maintains a closed state with respect to the blade attachment port when the wind pressure acts from the outside to the inside of the shelter-type station building, and from the upper end surface on the home side, Mounted in the range up to the position near the rotation center axis, guides the shock air pressure fluctuation from the platform side when passing a high-speed train in the station building to the lower half of the inner surface of the center axis blade, A curved shield guide plate for forced opening, one end connected to the end of the rotation center shaft projecting from the housing side wall, the other end side extending along the housing side wall, the side wall of the housing and the It is attached to the rotating piece and always applies a force in the closing direction to the central shaft blade through the rotating piece, and after the shock air pressure fluctuation disappears, the central shaft blade is rotated in the closing direction. A first telescopic operation body using gas pressure or liquid pressure for closing the blade attachment port, a side wall of the housing and the rotating piece, and the closing direction of the rotating piece by the first expansion / contraction operation body And a second telescopic operation body using a gas pressure or a liquid pressure that applies a drag force to the central shaft blade through the rotating piece and delays a closing time of the central shaft blade. It was realized.

以下に本発明の実施例1に係る駅舎における壁面自動開閉羽根装置について図面を参照して詳細に説明する。   Hereinafter, a wall surface automatic opening and closing blade device in a station building according to Embodiment 1 of the present invention will be described in detail with reference to the drawings.

本実施例1に係る駅舎51における壁面自動開閉羽根装置1は、図1に示すように、高速列車Tが通過する駅において、垂直の側壁部52と天井部53とにより構築したシェルター型の駅舎51に設置されるものであり、前記ホーム54側と外部とを区画する前記側壁部52に対して所要数所定間隔を隔てつつ列設され、線路55上を走行する高速列車Tの突入に伴って発生する衝撃的空気圧変動に応じて側壁部52に自動的に開口を形成し、衝撃的空気圧変動を低減するように構成している。   As shown in FIG. 1, a wall surface automatic opening and closing blade device 1 in a station building 51 according to the first embodiment is a shelter type station building constructed by a vertical side wall portion 52 and a ceiling portion 53 at a station through which a high-speed train T passes. With the entry of a high-speed train T that runs on the track 55 and is arranged in a row at a predetermined interval with respect to the side wall portion 52 that divides the home 54 side and the outside. An opening is automatically formed in the side wall portion 52 in accordance with the impact air pressure fluctuation generated in this manner, and the impact air pressure fluctuation is reduced.

前記壁面自動開閉羽根装置1について、図2乃至図5を参照して詳述する。   The wall surface automatic opening / closing blade device 1 will be described in detail with reference to FIGS.

この壁面自動開閉羽根装置1は、図2に示すように、ホーム54側の端面が開口し、駅舎51の外部側の端面に四角形状の羽根取り付け口3を設けた直方体箱型状の筺体2と、前記筺体2における羽根取り付け口3の上下方向中心位置に水平に、かつ、回転可能に架設した回転中心軸11と、前記回転中心軸11により、前記羽根取り付け口3を閉塞又は開口可能な状態で上下方向中心位置を支持されるとともに、前記駅舎51外から内側への風圧作用時には羽根取り付け口3に対する閉塞状態を維持する四角形状の中心軸羽根12と、前記ホーム54側の端面上部から前記筺体2内の回転中心軸11の近傍位置に至る範囲に取り付けられ、前記駅舎51における高速列車Tの通過時における前記ホーム54側からの衝撃的空気圧変動を前記中心軸羽根12の内面の下半部に誘導し、中心軸羽根12を強制開口させる曲面形状の遮蔽誘導板13と、一端を前記筺体2の一方の側壁から外側に突出する回転中心軸端部11aに連結し、他端側を筺体2の側壁外側に沿って延在し突出端を自由端とした回動片14と、前記筺体2の側壁外側と前記回動片14とにわたって取り付けられ、常時前記回動片14を介して前記中心軸羽根12に閉塞方向の力F1を付与して、前記衝撃的空気圧変動消滅後前記中心軸羽根12を閉塞方向に回動させ、前記羽根取り付け口3を閉塞させる第1の伸縮動作体であるガス圧で動作するガススプリング15と、前記筺体2の側壁と前記回動片14とにわたって取り付けられ、前記ガススプリング15による回動片14の閉塞方向の力に対する抗力F2を前記回動片14を介して前記中心軸羽根12に付与し、前記中心軸羽根12の閉塞時間を遅延させる第2の伸縮動作体である油圧で動作するオイルダンパ16と、を有している。   As shown in FIG. 2, the wall surface automatic opening / closing blade device 1 has a rectangular parallelepiped box-shaped housing 2 in which an end surface on the platform 54 side is open and a rectangular blade attachment port 3 is provided on the outer surface of the station building 51. And the rotation center shaft 11 installed horizontally and rotatably at the center position in the vertical direction of the blade attachment port 3 in the housing 2, and the blade attachment port 3 can be closed or opened by the rotation center shaft 11. The central shaft blade 12 having a rectangular shape that supports the center position in the vertical direction and maintains the closed state with respect to the blade attachment port 3 when the wind pressure acts from the outside to the inside of the station building 51, and the upper end surface on the platform 54 side. It is attached to a range up to the position near the rotation center axis 11 in the housing 2 and the shock air pressure fluctuation from the platform 54 side when the high-speed train T passes through the station building 51 A curved shielding guide plate 13 that is guided to the lower half portion of the inner surface of the mandrel blade 12 to forcibly open the center shaft blade 12, and an end portion of the rotation center shaft that projects one end outward from one side wall of the housing 2. 11a, the other end side is extended along the outer side of the side wall of the housing 2 and the protruding end is a free end, attached to the outer side wall of the housing 2 and the rotating piece 14, A force F1 in the closing direction is applied to the central shaft blade 12 through the rotating piece 14 at all times to rotate the central shaft blade 12 in the closing direction after the impact air pressure fluctuation disappears, and the blade mounting port 3 A gas spring 15 that operates at a gas pressure, which is a first telescopic operating body that closes the gas, and is attached across the side wall of the housing 2 and the rotating piece 14, and in the closing direction of the rotating piece 14 by the gas spring 15. Drag F2 against force An oil damper 16 that is hydraulically operated as a second telescopic operation body that is applied to the central shaft blade 12 via the rotating piece 14 and delays the closing time of the central shaft blade 12. .

前記ガススプリング15は、シリンダ部15aと伸縮ロッド部15bとを具備し、前記シリンダ部15aの末端を前記回動片14における前記回転中心軸端部11aの近傍位置に取り付け、シリンダ部15aに対して伸縮動作する伸縮ロッド部15bの突出端を前記側壁の下方位置に「伸び」状態で取り付け、常時前記回動片14に図1において時計回り方向の力F1を付与するように設定している。   The gas spring 15 includes a cylinder portion 15a and a telescopic rod portion 15b, and an end of the cylinder portion 15a is attached to a position in the vicinity of the rotation center shaft end portion 11a of the rotating piece 14 with respect to the cylinder portion 15a. The projecting end of the telescopic rod portion 15b that expands and contracts is attached to the lower position of the side wall in an “elongated” state, and is set so as to always apply the clockwise force F1 in FIG. .

また、前記ガススプリング15の伸縮ロッド部15bが縮むときの抵抗力は、前記中心軸羽根12が衝撃的空気圧変動により強制開口させられるときの力に比べ小さいものとしている。前記オイルダンパ16は、シリンダ部16aと伸縮ロッド部16bとを具備し、シリンダ部16aの末端を前記回動片14における前記ガススプリング15の取り付け位置より外側に取り付け、シリンダ部16aに対して伸縮動作する伸縮ロッド部16bの突出端を前記側壁の下方位置に「伸び」状態で取り付け、図1において前記回動片14の時計回り方向の回転力に対して抗力F2を付与するように設定している。
すなわち、前記閉塞方向の力F1と、前記抗力F2との大小関係は、F1>F2としている。
Further, the resistance force when the telescopic rod portion 15b of the gas spring 15 is contracted is smaller than the force when the central shaft blade 12 is forcedly opened by impact air pressure fluctuation. The oil damper 16 includes a cylinder portion 16a and a telescopic rod portion 16b. The end of the cylinder portion 16a is attached to the outside of the attachment position of the gas spring 15 in the rotating piece 14, and is expanded and contracted with respect to the cylinder portion 16a. The protruding end of the operating telescopic rod portion 16b is attached to the lower position of the side wall in an “extended” state, and is set so as to apply a drag force F2 to the rotational force of the rotating piece 14 in the clockwise direction in FIG. ing.
That is, the magnitude relationship between the force F1 in the closing direction and the drag force F2 is F1> F2.

前記オイルダンパ16は、伸縮ロッド部16bが縮むときの抵抗力は僅少で、伸びるときに前記回動片14の時計回り方向の回転力に対して抗力F2を発揮するように構成している。   The oil damper 16 has a small resistance force when the telescopic rod portion 16b is contracted, and is configured to exert a resistance force F2 against the rotational force of the rotating piece 14 in the clockwise direction when it extends.

前記遮蔽誘導板13の曲面形状としては、側方から見て円弧状、略円弧状、角部を丸めた略L字状等の例をあげることができ、特に限定するものではない。   Examples of the curved shape of the shielding guide plate 13 include an arc shape, a substantially arc shape, and a substantially L shape with rounded corners when viewed from the side, and are not particularly limited.

次に、本実施例1に係る駅舎51における壁面自動開閉羽根装置1の動作について、平常時(列車通過時以外の時間帯)、高速列車Tの突入から通過中・退出に至る通過中の各態様に分けて以下に説明する。   Next, regarding the operation of the wall surface automatic opening / closing blade device 1 in the station building 51 according to the first embodiment, each time during the passage from the entry of the high-speed train T to the passage / exit in normal times (time zone other than when the train is passing). The description will be given below by dividing into modes.

(平常時)
高速列車Tが駅舎51内に突入しない列車通過時以外の時間帯においては、図2に示すように、中心軸羽根12は、前記ガススプリング15から回動片14、回転中心軸11を介して作用する閉塞方向の力F1を受けて前記羽根取り付け口3を全閉する状態となっている。
(Normal)
In a time zone other than when the high-speed train T does not enter the station building 51 except for when the train passes, the center shaft blade 12 passes from the gas spring 15 through the rotating piece 14 and the rotating center shaft 11 as shown in FIG. The blade attachment port 3 is fully closed by receiving the acting force F1 in the closing direction.

このとき、駅舎51の外部から中心軸羽根12の外面に風圧が作用しても、この風圧は中心軸羽根12の回転中心軸11を挟む上下両面に作用することから、中心軸羽根12は回転中心軸11を支軸として回転することは無く、前記羽根取り付け口3を全閉する状態を維持する。   At this time, even if wind pressure acts on the outer surface of the central shaft blade 12 from the outside of the station building 51, this wind pressure acts on both the upper and lower surfaces sandwiching the rotation central shaft 11 of the central shaft blade 12. It does not rotate with the central shaft 11 as a support shaft, and maintains the state where the blade attachment port 3 is fully closed.

したがって、高速列車Tが駅舎51内に突入しない平常時においては、駅舎51の外部からの風雪や雨がホーム54に侵入することはなく、ホーム54上にいる利用客が風雪や雨に晒させることはない。   Therefore, during normal times when the high-speed train T does not enter the station building 51, wind and snow from the outside of the station building 51 do not enter the home 54, and passengers on the platform 54 are exposed to wind and snow and rain. There is nothing.

(列車先頭部通過時)
高速列車Tの先頭部が通過した時には、図3に示すように、発生する衝撃的空気圧変動が、筺体2のホーム54側の開口から進入し前記遮蔽誘導版13により誘導されて前記中心軸羽根12の内面の下半部に突き当たる。
(When passing the train head)
When the leading portion of the high-speed train T passes, as shown in FIG. 3, the impact air pressure fluctuation that has occurred enters from the opening on the platform 54 side of the housing 2 and is guided by the shielding guide plate 13, and the central shaft blade It hits the lower half of the 12 inner surface.

これにより、前記中心軸羽根12は、図3に示すように、回転中心軸11を支軸として矢印a1方向に例えば90度程度強制的に回転駆動され、羽根取り付け口3の下半部が開口状態となって、前記衝撃的空気圧変動は駅舎51の側壁52の外部に逃がされる。   Thereby, as shown in FIG. 3, the central shaft blade 12 is forcibly rotated about 90 degrees in the direction of the arrow a1 with the rotation center shaft 11 as a support shaft, and the lower half of the blade attachment port 3 is opened. As a result, the shocking air pressure fluctuation is released to the outside of the side wall 52 of the station building 51.

また、前記中心軸羽根12の回転に伴い前記回動片14も矢印b1方向に回動し、前記ガススプリング15の伸縮ロッド部15bが縮むが、この伸縮ロッド部15bが縮むときの抵抗力は、既述したように、前記中心軸羽根12が衝撃的空気圧変動により強制開口させられるときの力に比べ小さいものとしているので、前記中心軸羽根12の矢印a1方向への回転に支障が生じることはない。   Further, as the central shaft blade 12 rotates, the rotating piece 14 also rotates in the direction of the arrow b1, and the expansion / contraction rod portion 15b of the gas spring 15 contracts. The resistance force when the expansion / contraction rod portion 15b contracts is as follows. As described above, since the center shaft blade 12 is made smaller than the force when forcedly opened due to the impact air pressure fluctuation, the center shaft blade 12 is obstructed to rotate in the direction of the arrow a1. There is no.

また、前記回動片14の矢印b1方向への回動に伴い前記オイルダンパ16の伸縮ロッド部15bも縮むが、この伸縮ロッド部16bが縮むときの抵抗力も僅少としているので、前記中心軸羽根12の矢印a1方向への回転に支障が生じることはない。   Further, as the rotating piece 14 rotates in the direction of the arrow b1, the telescopic rod portion 15b of the oil damper 16 also contracts, but since the resistance force when the telescopic rod portion 16b contracts is also small, the central shaft blade There is no hindrance to the rotation of the 12 in the direction of arrow a1.

このようにして、高速列車Tの先頭部が通過した時には、前記中心軸羽根12の開口動作で羽根取り付け口3の下半部が自動的に開口状態となり、前記衝撃的空気圧変動が駅舎51の側壁52の外部に逃がされることから、ホーム54上において従来例のような圧力変動が軽減され、駅舎51の建築部材に疲労損傷が回避されるとともに、ホーム54上にいる利用客、さらには、ホーム54につながる階段、エスカレータ等を利用している利用客が転倒し怪我をするというような事態を無くすことができ、利用客の安全確保を図ることができる。   In this way, when the leading portion of the high-speed train T passes, the lower half of the blade attachment port 3 is automatically opened by the opening operation of the central shaft blade 12, and the shocking air pressure fluctuation is generated in the station building 51. Since the pressure fluctuation as in the conventional example is reduced on the platform 54 because the escape to the outside of the side wall 52 is avoided, fatigue damage is avoided in the building members of the station building 51, and the users on the platform 54, It is possible to eliminate a situation in which a user who uses a staircase, an escalator, or the like connected to the home 54 falls and is injured, thereby ensuring the safety of the user.

前記ホーム54と外部とを区画する側壁部52に設けた各壁面自動開閉羽根装置1は、高速列車Tの通過に伴い発生する圧力変動を受けて殆ど同時に、又は、僅かな時間間隔をもって各中心軸羽根12の開口動作を自動的に実行し、前記ホーム54の全体にわたって利用客の安全確保を実現する。   Each wall surface automatic opening / closing blade device 1 provided on the side wall portion 52 that divides the home 54 from the outside receives the pressure fluctuation generated with the passage of the high-speed train T, almost simultaneously or with a slight time interval. The opening operation of the shaft blade 12 is automatically executed, and the safety of the user is ensured throughout the home 54.

(列車通過中および後尾部通過時)
次に、高速列車Tがさらに進行し通過している時には、高速列車Tの先頭部通過に伴う衝撃的空気圧変動が消滅するので、前記中心軸羽根12は羽根取り付け口3を閉塞する方向に自動的に回転する。
(During train passing and tail passing)
Next, when the high-speed train T further travels and passes, the shock pressure fluctuation accompanying the passage of the leading portion of the high-speed train T disappears, so that the central shaft blade 12 automatically closes the blade attachment port 3. Rotate.

すなわち、図4、図5に示すように、前記衝撃的空気圧変動が消滅した後、前記ガススプリング15の伸縮ロッド部15aが伸び方向に作動し、前記回動片14を時計回り方向(矢印b2方向)に回動させる力F1を作用させ、前記回動片14を介して回転中心軸11及び中心軸羽根12を図4に示す矢印a2方向に回転させ、羽根取り付け口3を自動的に閉塞する。   That is, as shown in FIGS. 4 and 5, after the impact air pressure fluctuation disappears, the telescopic rod portion 15a of the gas spring 15 operates in the extending direction, and the rotating piece 14 is moved in the clockwise direction (arrow b2). 4), the rotation center shaft 11 and the center shaft blade 12 are rotated in the direction of the arrow a2 shown in FIG. 4 through the rotating piece 14, and the blade attachment port 3 is automatically closed. To do.

このとき、前記オイルダンパ16の伸縮ロッド16bが伸び始め、前記回動片14の時計回り方向の回転力に対して抗力F2(<力F1)を作用させる。   At this time, the telescopic rod 16b of the oil damper 16 starts to extend, and a drag force F2 (<force F1) is applied to the rotational force of the rotating piece 14 in the clockwise direction.

この結果、前記中心軸羽根12は、前記力F1と抗力F2との作用の基に閉塞時間を遅延した状態(ゆっくりとした状態で)で、かつ、自動的に矢印a2方向に回転し、前記羽根取り付け口3を自動的に全閉する。これにより、高速列車Tの後尾部通過後の−圧力を逃がすまで中心軸羽根12の開状態を維持することができ、高速列車Tの駅舎51からの通過時の圧力変動も抑えることができる。   As a result, the central shaft blade 12 rotates in the direction of the arrow a2 in a state where the closing time is delayed (slowly) based on the action of the force F1 and the drag F2, and automatically The blade attachment port 3 is automatically fully closed. Thereby, the open state of the central shaft blade 12 can be maintained until the −pressure after passing the tail portion of the high-speed train T is released, and pressure fluctuations when the high-speed train T passes from the station building 51 can be suppressed.

前記ホーム54と外部とを区画する側壁部52に設けた各壁面自動開閉羽根装置1は、高速列車Tの駅舎51の通過時に殆ど同時に、又は、僅かな時間間隔をもって各中心軸羽根12の閉塞動作を自動的に実行する。   Each wall surface automatic opening / closing blade device 1 provided on the side wall portion 52 that partitions the home 54 from the outside closes each central shaft blade 12 almost simultaneously or at a slight time interval when passing through the station building 51 of the high-speed train T. Perform the action automatically.

以上説明した本実施例1によれば、電気機器又は電子機器を全く使用せず、純機構的な構造からなる簡略かつ安価な構成でありながら、高速列車Tが通過するシェルター型の駅舎51において、高速列車Tの通過時の圧力変動を軽減し、駅舎51の建築部材に疲労損傷が回避されるとともに、ホーム54上の利用客等の安全を確保し得るとともに、高速列車Tの通過時以外の時間帯においては駅舎51の外部からの風雪や雨がホーム54に侵入することはなく、ホーム54上にいる利用客が風雪や雨に晒させることがない壁面自動開閉羽根装置1を提供することができる。   According to the first embodiment described above, in the shelter-type station building 51 through which the high-speed train T passes while having a simple and inexpensive configuration having a purely mechanical structure without using any electrical or electronic equipment. In addition to reducing fluctuations in pressure when the high-speed train T passes, fatigue damage to the building members of the station building 51 can be avoided, safety of passengers on the platform 54 can be secured, and other than when the high-speed train T passes Provided is the wall surface automatic opening and closing blade device 1 in which the snow and rain from the outside of the station building 51 does not enter the home 54 during the time period, and the passengers on the home 54 are not exposed to the snow and rain. be able to.

次に本発明の実施例2に係る駅舎における壁面自動開閉羽根装置1Aについて図6乃至図9を参照して詳細に説明する。   Next, a wall surface automatic opening and closing blade device 1A in a station building according to Embodiment 2 of the present invention will be described in detail with reference to FIGS.

本実施例2に係る駅舎51における壁面自動開閉羽根装置1Aは、実施例1に係る壁面自動開閉羽根装置1と基本的には同様な構成であるが、前記筺体2に替えて、幅、奥行きが同一で高さのみ2倍とした筺体2Aを採用し、この筺体2Aに上下2段配置に中心軸回転羽根12を組み込んだことが特徴である。尚、図6乃至図9に示す壁面自動開閉羽根装置1Aにおいて、実施例1に係る壁面自動開閉羽根装置1の場合と同一の要素には同一の符号を付して示す。   The wall surface automatic opening / closing blade device 1A in the station building 51 according to the second embodiment has basically the same configuration as the wall surface automatic opening / closing blade device 1 according to the first embodiment, but the width and depth are replaced with the housing 2 described above. However, it is characterized in that a housing 2A having the same height and double the height is adopted, and the central axis rotary blades 12 are incorporated in this housing 2A in an upper and lower two-stage arrangement. In the wall surface automatic opening / closing blade device 1A shown in FIGS. 6 to 9, the same elements as those in the wall surface automatic opening / closing blade device 1 according to the first embodiment are denoted by the same reference numerals.

本実施例2に係る駅舎51における壁面自動開閉羽根装置1Aは、図6、図8に示すように、縦方向中心位置に、ホーム54側の端面から駅舎51の外部側の端面に至る水平配置で四角形状の上下仕切り板17を架設し、ホーム54側の端面に上下2段の開口を、駅舎51の外部側の端面に上下2段の四角形状の羽根取り付け口3、3を設けた直方体箱型状の筺体2Aとを有している。   As shown in FIGS. 6 and 8, the wall surface automatic opening / closing blade device 1 </ b> A in the station building 51 according to the second embodiment is horizontally arranged from the end surface on the platform 54 side to the end surface on the outside side of the station building 51 at the longitudinal center position. A rectangular parallelepiped having a rectangular upper and lower partition plate 17 installed thereon, and provided with two upper and lower openings on the end face on the platform 54 side, and two upper and lower square blade attachment ports 3 and 3 on the outer end face of the station building 51. It has a box-shaped housing 2A.

前記壁面自動開閉羽根装置1Aは、図6に示すように、前記筺体2Aにおける上下2段の羽根取り付け口3、3の各上下方向中心位置に各々水平に架設した2個の回転中心軸11、11と、前記各回転中心軸11、11により、前記各羽根取り付け口3、3を各々閉塞又は開口可能な状態で上下方向中心位置を支持されるとともに、駅舎51の外部から内側への風圧作用時には各羽根取り付け口3、3に対する閉塞状態を維持する上下2段の四角形状の中心軸羽根12、12と、ホーム54側の上下2段の開口の各端面上部から前記筺体2A内の各回転中心軸11、11近傍位置に至る範囲に取り付けた実施例1の場合と同様な形状とした上下2段の曲面形状の遮蔽誘導板13、13と、一端を前記筺体2Aの上部側で一方の側壁から外側に突出する上段の回転中心軸端部11aに連結し、他端側を筺体2の側壁外側に沿って延在し突出端を自由端とした回動片14と、前記筺体2Aの側壁外側と前記回動片14とにわたって取り付けられ、常時前記回動片14を介して上段の中心軸羽根12に閉塞方向の力F1を付与して、前記衝撃的空気圧変動消滅後、前記中心軸羽根12を閉塞方向に回動させ、前記羽根取り付け口3を閉塞させる第1の伸縮動作体であるガス圧で動作する実施例1の場合と同様なガススプリング15と、前記筺体2の側壁と前記回動片14とにわたって取り付けられ、前記ガススプリング15による回動片14の閉塞方向の力に対する抗力F2を前記回動片14を介して前記中心軸羽根12に付与し、前記中心軸羽根12の閉塞時間を遅延させる第2の伸縮動作体である油圧で動作する実施例1の場合と同様オイルダンパ16と、図7に示すように、前記筺体2Aの他方の側壁外部において、筺体側壁から突出する上下の各回転中心軸端部11b、11bに取り付けられ、両回転中心軸11、11及び両中心軸羽根12、12の回転を連動させる平行リンク機構部18と、を有している。   As shown in FIG. 6, the wall surface automatic opening and closing blade device 1A includes two rotation center shafts 11 that are horizontally installed at the vertical center positions of the upper and lower blade attachment ports 3 and 3 in the housing 2A. 11 and the rotation center shafts 11, 11 support the center position in the vertical direction in a state where each of the blade attachment ports 3, 3 can be closed or opened, and the wind pressure action from the outside to the inside of the station building 51. Occasionally, the upper and lower two-stage quadratic central shaft blades 12 and 12 that maintain the closed state with respect to the blade attachment ports 3 and 3 and the rotation in the housing 2A from the upper end surfaces of the upper and lower two-stage openings on the home 54 side. The shield guide plates 13 and 13 having two upper and lower curved shapes and the same shape as in the case of the first embodiment attached to the range near the central shafts 11 and 11, and one end on the upper side of the housing 2A From the side wall to the outside A rotating piece 14 that is connected to the upper rotation center shaft end portion 11a and that has the other end extending along the outer side of the side wall of the casing 2 and having the protruding end as a free end, the outer side of the side wall of the casing 2A, and the It is attached to the rotating piece 14, and a force F1 in the closing direction is applied to the upper central shaft blade 12 through the rotating piece 14 at all times, and the central shaft blade 12 is closed after the impact air pressure fluctuation disappears. The gas spring 15 similar to that of the first embodiment that operates by the gas pressure that is the first telescopic operation body that rotates in the direction and closes the blade attachment port 3, the side wall of the housing 2, and the rotation piece 14, a resistance force F <b> 2 against the force in the closing direction of the rotating piece 14 by the gas spring 15 is applied to the central shaft blade 12 through the rotating piece 14, and the closing time of the central shaft blade 12 is set. Second stretch to delay The oil damper 16 is the same as in the case of the first embodiment that operates by hydraulic pressure, and the upper and lower rotation center shaft end portions projecting from the side wall of the casing 2A outside the other side wall of the casing 2A as shown in FIG. 11b, 11b, and a parallel link mechanism 18 that interlocks the rotations of both rotation center shafts 11, 11 and both center shaft blades 12, 12.

前記平行リンク機構部18は、図7に示すように、上下の各回転中心軸端部11b、11bに各々一端を取り付けた一対の平行アーム19、19と、両平行アーム19、19の各他端間を連結する連結アーム20とを具備している。   As shown in FIG. 7, the parallel link mechanism 18 includes a pair of parallel arms 19, 19 each having one end attached to each of the upper and lower rotation center shaft ends 11 b, 11 b, and each of the parallel arms 19, 19. And a connecting arm 20 for connecting the ends.

前記ガススプリング15は、実施例1の場合と逆に、伸縮ロッド部15bの突出端を前記回動片14における前記回転中心軸端部11aの近傍位置に「伸び」状態で取り付け、取り付け、シリンダ部15aの末端を前記側壁に取り付け、常時前記回動片14に図6において時計回り方向の力F1を付与するように設定している。   Contrary to the case of the first embodiment, the gas spring 15 is attached by attaching the protruding end of the telescopic rod portion 15b to the position near the rotation center shaft end portion 11a of the rotating piece 14 in an "extended" state. The end of the portion 15a is attached to the side wall, and is always set to apply a force F1 in the clockwise direction in FIG.

前記オイルダンパ16は、実施例1の場合と逆に、伸縮ロッド部16bの突出端を前記回動片14における前記回転中心軸端部11aの近傍位置に「伸び」状態で取り付け、シリンダ部15aの末端を前記側壁に取り付け、前記回動片14の時計回り方向の回転力に対して抗力F2を付与するように設定している。   Contrary to the case of the first embodiment, the oil damper 16 is attached with the protruding end of the telescopic rod portion 16b in an “extended” state in the vicinity of the rotation center shaft end portion 11a of the rotating piece 14, and the cylinder portion 15a. Is attached to the side wall so that a drag force F2 is applied to the rotational force of the rotating piece 14 in the clockwise direction.

すなわち、前記ガススプリング15、オイルダンパ16は、実施例1の場合と同様に動作するように設定している。   That is, the gas spring 15 and the oil damper 16 are set to operate in the same manner as in the first embodiment.

次に、本実施例2に係る駅舎51における壁面自動開閉羽根装置1Aの動作について、平常時(列車通過時以外の時間帯)、高速列車Tの突入から通過中・退出に至る各態様に分けて以下に説明する。   Next, regarding the operation of the wall surface automatic opening and closing blade device 1A in the station building 51 according to the second embodiment, it is divided into each mode from normal entry (time zone other than when the train is passing) to entry / exit of the high-speed train T. Will be described below.

(平常時)
高速列車Tが駅舎51内に突入しない平常時においては、図6に示すように、筺体2Aにおける上段の中心軸羽根12は、前記ガススプリング15から回動片14、回転中心軸11を介して作用する閉塞方向の力F1を受けて上段の羽根取り付け口3を全閉する状態となっている。上段の中心軸羽根12と連動する下段の中心軸羽根12も同様に下段の羽根取り付け口3を全閉する状態となっている。
このとき、駅舎51の外部から上下2段の各中心軸羽根12の外面に風圧が作用しても、この風圧は各中心軸羽根12の回転中心軸11を挟む上下両面に作用することから、各中心軸羽根12は各回転中心軸11を支軸として回転することは無く、上下2段の羽根取り付け口3を各々全閉する状態を維持する。
(Normal)
In normal times when the high-speed train T does not enter the station 51, as shown in FIG. 6, the upper central shaft blade 12 in the housing 2 </ b> A passes from the gas spring 15 through the rotating piece 14 and the rotating central shaft 11. In response to the acting force F1 in the closing direction, the upper blade attachment port 3 is fully closed. Similarly, the lower central shaft blade 12 linked with the upper central shaft blade 12 is in a state in which the lower blade attachment port 3 is fully closed.
At this time, even if wind pressure acts on the outer surface of each of the central shaft blades 12 in the upper and lower two stages from the outside of the station building 51, this wind pressure acts on both upper and lower surfaces sandwiching the rotation center shaft 11 of each central shaft blade 12. Each center shaft blade 12 does not rotate with each rotation center shaft 11 as a support shaft, and maintains a state where the upper and lower blade attachment ports 3 are fully closed.

したがって、列車通過時以外の時間帯においては、駅舎51の外部からの風雪や雨がホーム54に侵入することはなく、ホーム54上にいる利用客が風雪や雨に晒させることはない。   Therefore, in a time zone other than when the train passes, wind and snow from the outside of the station building 51 do not enter the home 54, and passengers on the platform 54 are not exposed to wind and snow or rain.

(列車先頭部通過時)
高速列車Tの先頭部が通過した時には、図8に示すように、発生する衝撃的空気圧変動が、筺体2Aのホーム54側の開口から進入し前記両遮蔽誘導版13、13により誘導されて上下2段の各中心軸羽根12の内面の下半部に突き当たる。
(When passing the train head)
When the leading portion of the high-speed train T passes, as shown in FIG. 8, the generated shock air pressure fluctuation enters from the opening on the platform 54 side of the housing 2A and is guided by the shielding guide plates 13 and 13 up and down. It hits the lower half of the inner surface of each of the two central shaft blades 12.

これにより、前記各中心軸羽根12は、図8に示すように、各回転中心軸11を支軸として矢印a1方向に例えば90度程度強制的に回転駆動され、上下2段の羽根取り付け口3、3の各下半部が開口状態となって、前記衝撃的空気圧変動は駅舎51の側壁52の外部に逃がされる。また、前記回動片14は図8に示すb3方向に回動する。   Thereby, as shown in FIG. 8, the center axis blades 12 are forcibly driven to rotate about 90 degrees in the direction of the arrow a1 with the rotation center shafts 11 as supporting shafts, and the upper and lower blade attachment ports 3 are arranged in two stages. 3 is opened, and the shocking air pressure fluctuation is released to the outside of the side wall 52 of the station building 51. Further, the rotating piece 14 rotates in the b3 direction shown in FIG.

このとき、図8に示すように、前記筺体2Aに設けた前記上下仕切り板17の上段の遮蔽誘導版13により誘導される衝撃的空気圧変動の一部が下段の羽根取り付け口3における上半分を流れ、駅舎51の側壁52の外部に逃がされる。   At this time, as shown in FIG. 8, a part of the impact air pressure fluctuation induced by the upper shielding guide plate 13 of the upper and lower partition plates 17 provided on the housing 2 </ b> A has an upper half in the lower blade attachment port 3. Flow and escape to the outside of the side wall 52 of the station building 51.

高速列車Tの先頭部通過に伴う前記ガススプリング15、オイルダンパ16の動作は実施例1の場合と同様である。   The operations of the gas spring 15 and the oil damper 16 that accompany the passage of the leading portion of the high-speed train T are the same as those in the first embodiment.

このようにして、高速列車Tの先頭部が通過した時には、前記中心軸羽根12、12の開口動作で前記羽根取り付け口3、3が自動的に開口状態となり、このとき、衝撃的空気圧変動が実施例1の場合よりも開口面積の大きい羽根取り付け口3を通過して駅舎51の側壁52の外部に逃がされることから、ホーム54上において実施例1の場合よりもより確実に圧力変動を軽減することが可能となり、駅舎51の建築部材に疲労損傷が回避されるとともに、ホーム54上にいる利用客、さらには、ホーム54につながる階段、エスカレータ等を利用している利用客が転倒し怪我をするというような事態をより確実に無くすことができ、利用客の安全確保を高めることができる。   In this way, when the leading portion of the high-speed train T passes, the blade attachment ports 3 and 3 are automatically opened by the opening operation of the central shaft blades 12 and 12, and at this time, shock air pressure fluctuations occur. Since it passes through the blade attachment port 3 having a larger opening area than in the case of the first embodiment and escapes to the outside of the side wall 52 of the station building 51, the pressure fluctuation is more reliably reduced on the platform 54 than in the case of the first embodiment. In addition to avoiding fatigue damage to the building members of the station building 51, the passengers on the platform 54, as well as the passengers using the stairs and escalators connected to the platform 54, may fall and be injured. It is possible to more reliably eliminate the situation such as the user and enhance the safety of the user.

前記ホーム54と外部とを区画する側壁部52に実施例1の場合と同様に各壁面自動開閉羽根装置1Aを配置した構成とすれば、これらは高速列車Tの通過に伴い発生する圧力変動を受けて殆ど同時に、又は、僅かな時間間隔をもって各中心軸羽根12の開口動作を自動的に実行し、ホーム54全体にわたって圧力変動を軽減することができる。   If each wall surface automatic opening and closing blade device 1A is arranged on the side wall portion 52 that partitions the home 54 and the outside in the same manner as in the first embodiment, these are subject to pressure fluctuations that occur as the high-speed train T passes. In response, the opening operation of each central shaft blade 12 can be automatically performed almost simultaneously or with a short time interval, and the pressure fluctuation can be reduced throughout the home 54.

(列車通過中および後尾部通過時)
次に、高速列車Tがさらに進行し通過している時には、高速列車Tの先頭部通過に伴って発生した衝撃的空気圧変動が消滅するので、壁面自動開閉羽根装置1Aの前記各中心軸羽根12は羽根取り付け口3を閉塞する方向に自動的に回転する。
(During train passing and tail passing)
Next, when the high-speed train T further travels and passes, the impact air pressure fluctuation generated as the high-speed train T passes through the leading portion disappears, so that each of the central axis blades 12 of the wall surface automatic opening / closing blade device 1A. Automatically rotates in the direction of closing the blade attachment port 3.

すなわち、図9に示すように、前記衝撃的空気圧変動が消滅した後、前記ガススプリング15の伸縮ロッド部15aが伸び方向に作動し、前記回動片14を時計回り方向(矢印b4方向)に回動させる力F1を作用させ、前記回動片14を介して回転中心軸11及び中心軸羽根12を図9に示す矢印a2方向に回転させ、羽根取り付け口3を中心軸羽根12により自動的に閉塞する。また、前記平行リンク機構部18の動作で上下2段の中心軸羽根12が連動して上下の羽根取り付け口3を各々自動的に閉塞する。   That is, as shown in FIG. 9, after the shocking air pressure fluctuation disappears, the telescopic rod portion 15a of the gas spring 15 operates in the extending direction, and the rotating piece 14 moves in the clockwise direction (arrow b4 direction). A rotating force F1 is applied to rotate the rotating central shaft 11 and the central shaft blade 12 in the direction of arrow a2 shown in FIG. 9 via the rotating piece 14, and the blade mounting port 3 is automatically operated by the central shaft blade 12. Block. Also, the upper and lower blade attachment ports 3 are automatically closed by the operation of the parallel link mechanism 18 in conjunction with the upper and lower central shaft blades 12 in conjunction with each other.

このとき、前記オイルダンパ16の伸縮ロッド16bが伸び始め、前記回動片14の時計回り方向の回転力に対して抗力F2(<力F1)を作用させる。   At this time, the telescopic rod 16b of the oil damper 16 starts to extend, and a drag force F2 (<force F1) is applied to the rotational force of the rotating piece 14 in the clockwise direction.

この結果、前記中心軸羽根12は、前記力F1と抗力F2との作用の基に閉塞時間を遅延した状態(ゆっくりとした状態で)で、かつ、自動的に矢印a2方向に回転し、前記羽根取り付け口3を自動的に全閉する。   As a result, the central shaft blade 12 rotates in the direction of the arrow a2 in a state where the closing time is delayed (slowly) based on the action of the force F1 and the drag F2, and automatically The blade attachment port 3 is automatically fully closed.

これにより、高速列車Tの後尾部通過時の−圧力を逃がすまで中心軸羽根12の開状態を維持することができ、高速列車Tの後尾部が通過する際の圧力変動も軽減することができる。   Thereby, the open state of the central shaft blade 12 can be maintained until the -pressure at the time of passing the tail portion of the high-speed train T is released, and pressure fluctuation when the tail portion of the high-speed train T passes can be reduced. .

前記ホーム54と外部とを区画する側壁部52に設けた各壁面自動開閉羽根装置1は、高速列車Tの駅舎51の通過中に殆ど同時に、又は、僅かな時間間隔をもって上述した中心軸羽根12の羽根取り付け口3に対する閉塞動作を実行する。   Each of the wall surface automatic opening / closing blade devices 1 provided on the side wall portion 52 that divides the home 54 from the outside is almost the same as the above mentioned central shaft blade 12 while passing through the station building 51 of the high-speed train T or at a slight time interval. The closing operation for the blade attachment port 3 is executed.

以上説明した本実施例2によれば、電気機器又は電子機器を全く使用せず、純機構的な構造からなる簡略かつ安価な構成でありながら、高速列車Tが通過するシェルター型の駅舎51において、羽根取り付け口3により広い開口面積を確保して高速列車Tの通過時の圧力変動をより確実に軽減し、駅舎51の建築部材に疲労損傷が回避されるとともに、ホーム54上の利用客等の安全を確保でき、列車通過時以外の時間帯においては駅舎51の外部からの風雪や雨がホーム54に侵入することはなく、ホーム54上にいる利用客が風雪や雨に晒させることがない壁面自動開閉羽根装置1Aを提供することができる。
上述した実施例2においては、上下2段構成の壁面自動開閉羽根装置1Aについて説明したが、これに限らず上下N(Nは3、4・・・等の正の整数)段構成壁面自動開閉羽根装置としても良いことはもちろんである。
According to the second embodiment described above, in the shelter-type station building 51 through which the high-speed train T passes, the electrical equipment or the electronic equipment is not used at all and the structure is simple and inexpensive with a pure mechanical structure. The blade attachment port 3 secures a wide opening area to more reliably reduce pressure fluctuations when passing through the high-speed train T, avoiding fatigue damage to the building members of the station building 51, passengers on the platform 54, etc. In the time zone other than when the train is passing, the snow and rain from outside the station building 51 does not enter the home 54, and the passengers on the home 54 are exposed to the snow and rain. The wall surface automatic opening / closing blade device 1A can be provided.
In the second embodiment described above, the wall surface automatic opening / closing blade device 1A having the upper and lower two-stage configuration has been described. However, the present invention is not limited to this, and the upper and lower N (N is a positive integer such as 3, 4,. Of course, it is good also as a blade | wing apparatus.

本発明は、側壁、天井部が閉塞されたシェルター型駅舎の他、列車が走行する地下鉄駅舎、列車用トンネル等における圧力抑制用装置として、また、羽根閉鎖時においても駅舎内空間の快適性を向上させる為、羽根部等の材料を透明樹脂で構成する事により、光取りとして広範囲に適用可能である。   The present invention provides a shelter-type station building with a closed side wall and ceiling, as well as an apparatus for suppressing pressure in a subway station building where trains run, train tunnels, etc. In order to improve it, it is applicable to a wide range of light extraction by constituting the material such as the blade part with a transparent resin.

1 壁面自動開閉羽根装置
1A 壁面自動開閉羽根装置
2 筺体
2A 筺体
3 羽根取り付け口
11 回転中心軸
11a 回転中心軸端部
11b 回転中心軸端部
12 各中心軸羽根
13 遮蔽誘導板
14 回動片
15 ガススプリング
15a シリンダ部
15b 伸縮ロッド部
16 オイルダンパ
16a シリンダ部
16b 伸縮ロッド部
17 上下仕切り板
18 平行リンク機構部
19 平行アーム
20 連結アーム
51 駅舎
52 側壁部
53 天井部
54 ホーム
55 線路
DESCRIPTION OF SYMBOLS 1 Wall surface automatic opening / closing blade apparatus 1A Wall surface automatic opening / closing blade apparatus 2 Housing 2A Housing 3 Blade attachment port 11 Rotation center shaft 11a Rotation center shaft end portion 11b Rotation center shaft end portion 12 Each center shaft blade 13 Shielding guide plate 14 Rotating piece 15 Gas spring 15a Cylinder part 15b Telescopic rod part 16 Oil damper 16a Cylinder part 16b Telescopic rod part 17 Vertical partition plate 18 Parallel link mechanism part 19 Parallel arm 20 Connecting arm 51 Station building 52 Side wall part 53 Ceiling part 54 Home 55 Line

Claims (6)

列車が通過するシェルター型の駅舎におけるホーム側と、前記駅舎の外部とを区画する側壁部に取り付けられる駅舎における壁面自動開閉羽根装置であって、
ホーム側の端面が開口し、駅舎外部側の端面に羽根取り付け口を設けた箱型状の筺体と、
前記筺体における羽根取り付け口の上下方向中心位置に水平に架設した回転中心軸と、
前記回転中心軸により、前記羽根取り付け口を閉塞又は開口可能な状態で上下方向中心位置を支持されるとともに、シェルター型の駅舎外から内側への風圧作用時には羽根取り付け口に対する閉塞状態を維持する中心軸羽根と、
前記ホーム側の端面上部から前記筺体内の回転中心軸近傍位置に至る範囲に取り付けられ、前記駅舎における高速の列車の通過時における前記ホーム側からの衝撃的空気圧変動を前記中心軸羽根の内面の下半部に誘導し、中心軸羽根を強制開口させる遮蔽誘導板と、
一端を筺体側壁から突出する回転中心軸端部に連結し、他端側を筺体側壁に沿って延在した回動片と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、常時前記回動片を介して前記中心軸羽根に閉塞方向の力を付与して、前記衝撃的空気圧変動消滅後前記中心軸羽根を閉塞方向に回動させ前記羽根取り付け口を閉塞させる気体圧又は液体圧を利用した第1の伸縮動作体と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、前記第1の伸縮動作体による回動片の閉塞方向の力に対する抗力を前記回動片を介して前記中心軸羽根に付与し、前記中心軸羽根の閉塞時間を遅延させる気体圧又は液体圧を利用した第2の伸縮動作体と、
を有することを特徴とする駅舎における壁面自動開閉羽根装置。
A wall surface automatic opening / closing blade device in a station building that is attached to a side wall partitioning a platform side in a shelter type station building through which a train passes and the outside of the station building,
A box-shaped housing with an open end on the platform side and a blade mounting opening on the end surface on the outside of the station building;
A rotation center shaft installed horizontally at the center position in the vertical direction of the blade attachment port in the housing;
A center that supports the center position in the vertical direction while the blade attachment port can be closed or opened by the rotation center shaft, and that maintains the closed state with respect to the blade attachment port during wind pressure action from the outside to the inside of the shelter type station building Shaft blades,
It is attached in the range from the upper end surface on the platform side to the position near the rotation center axis in the housing, and the impact air pressure fluctuation from the platform side during the passage of a high-speed train in the station building is reflected on the inner surface of the central axis blade. A shielding guide plate that guides to the lower half and forcibly opens the central shaft blade;
One end is connected to the end of the rotation center shaft protruding from the housing side wall, and the other end side is extended along the housing side wall,
It is attached over the side wall of the housing and the rotating piece, and always applies a force in the closing direction to the central shaft blade through the rotating piece, and after the shock air pressure fluctuation disappears, the central shaft blade is closed. A first telescopic motion body using a gas pressure or a liquid pressure that rotates to close the blade attachment port,
It is attached over the side wall of the housing and the rotating piece, and applies resistance to the force in the closing direction of the rotating piece by the first telescopic operating body to the central shaft blade through the rotating piece, A second telescopic motion body using gas pressure or liquid pressure that delays the closing time of the shaft blade;
A wall surface automatic opening and closing blade device in a station building characterized by comprising:
列車が通過するシェルター型の駅舎におけるホーム側と、前記駅舎の外部とを区画する側壁部に取り付けられる駅舎における壁面自動開閉羽根装置であって、
ホーム側の端面が開口し、駅舎外部側の端面に四角形状の羽根取り付け口を設けた直方体箱型状の筺体と、
前記筺体における羽根取り付け口の上下方向中心位置に水平に架設した回転中心軸と、
前記回転中心軸により、前記羽根取り付け口を閉塞又は開口可能な状態で上下方向中心位置を支持されるとともに、シェルター型の駅舎外から内側への風圧作用時には羽根取り付け口に対する閉塞状態を維持する四角形状の中心軸羽根と、
前記ホーム側の端面上部から前記筺体内の回転中心軸近傍位置に至る範囲に取り付けられ、 前記駅舎における高速の列車の通過時における前記ホーム側からの衝撃的空気圧変動を前記中心軸羽根の内面の下半部に誘導し、中心軸羽根を強制開口させる曲面形状の遮蔽誘導板と、
一端を筺体側壁から突出する回転中心軸端部に連結し、他端側を筺体側壁に沿って延在した回動片と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、常時前記回動片を介して前記中心軸羽根に閉塞方向の力を付与して、前記衝撃的空気圧変動消滅後前記中心軸羽根を閉塞方向に回動させ前記羽根取り付け口を閉塞させる気体圧又は液体圧を利用した第1の伸縮動作体と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、前記第1の伸縮動作体による回動片の閉塞方向の力に対する抗力を前記回動片を介して前記中心軸羽根に付与し、前記中心軸羽根の閉塞時間を遅延させる気体圧又は液体圧を利用した第2の伸縮動作体と、
を有することを特徴とする駅舎における壁面自動開閉羽根装置。
A wall surface automatic opening / closing blade device in a station building that is attached to a side wall partitioning a platform side in a shelter type station building through which a train passes and the outside of the station building,
A rectangular box-shaped housing with an open end face on the platform side and a square blade attachment port on the end face outside the station building,
A rotation center shaft installed horizontally at the center position in the vertical direction of the blade attachment port in the housing;
A square that supports the center position in the vertical direction with the rotation center shaft in a state where the blade attachment port can be closed or opened, and maintains the closed state with respect to the blade attachment port when the wind pressure acts from the outside to the inside of the shelter type station building A central axis blade of the shape;
It is attached in the range from the upper end surface on the platform side to the position near the rotation center axis in the housing, and the impact air pressure fluctuation from the platform side when passing a high-speed train in the station building A curved shielding guide plate that guides to the lower half and forcibly opens the central shaft blade;
One end is connected to the end of the rotation center shaft protruding from the housing side wall, and the other end side is extended along the housing side wall,
It is attached over the side wall of the housing and the rotating piece, and always applies a force in the closing direction to the central shaft blade through the rotating piece, and after the shock air pressure fluctuation disappears, the central shaft blade is closed. A first telescopic motion body using a gas pressure or a liquid pressure that rotates to close the blade attachment port,
It is attached over the side wall of the housing and the rotating piece, and applies resistance to the force in the closing direction of the rotating piece by the first telescopic operating body to the central shaft blade through the rotating piece, A second telescopic motion body using gas pressure or liquid pressure that delays the closing time of the shaft blade;
A wall surface automatic opening and closing blade device in a station building characterized by comprising:
列車が通過するシェルター型の駅舎におけるホーム側と、前記駅舎の外部とを区画する側壁部に取り付けられる駅舎における壁面自動開閉羽根装置であって、
ホーム側の端面が開口し、駅舎外部側の端面に四角形状の羽根取り付け口を設けた直方体箱型状の筺体と、
前記筺体における羽根取り付け口の上下方向中心位置に水平に架設した回転中心軸と、
前記回転中心軸により、前記羽根取り付け口を閉塞又は開口可能な状態で上下方向中心位置を支持されるとともに、シェルター型の駅舎外から内側への風圧作用時には羽根取り付け口に対する閉塞状態を維持する四角形状の中心軸羽根と、
前記ホーム側の端面上部から前記筺体内の回転中心軸近傍位置に至る範囲に取り付けられ、前記駅舎における高速の列車の通過時における前記ホーム側からの衝撃的空気圧変動を前記中心軸羽根の内面の下半部に誘導し、中心軸羽根を強制開口させる曲面形状の遮蔽誘導板と、
一端を筺体側壁から突出する回転中心軸端部に連結し、他端側を筺体側壁に沿って延在した回動片と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、常時前記回動片を介して前記中心軸羽根に閉塞方向の力を付与して、前記衝撃的空気圧変動消滅後前記中心軸羽根を閉塞方向に回動させ前記羽根取り付け口を閉塞させる気体圧又は液体圧を利用した第1の伸縮動作体と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、前記第1の伸縮動作体による回動片の閉塞方向の力に対する抗力を前記回動片を介して前記中心軸羽根に付与し、前記中心軸羽根の閉塞時間を遅延させる気体圧又は液体圧を利用した第2の伸縮動作体と、
を有し、
前記側壁部に対し前記ホームに沿って間隔を隔て複数個列設したことを特徴とする駅舎における壁面自動開閉羽根装置。
A wall surface automatic opening / closing blade device in a station building that is attached to a side wall partitioning a platform side in a shelter type station building through which a train passes and the outside of the station building,
A rectangular box-shaped housing with an open end face on the platform side and a square blade attachment port on the end face outside the station building,
A rotation center shaft installed horizontally at the center position in the vertical direction of the blade attachment port in the housing;
A square that supports the center position in the vertical direction with the rotation center shaft in a state where the blade attachment port can be closed or opened, and maintains the closed state with respect to the blade attachment port when the wind pressure acts from the outside to the inside of the shelter type station building A central axis blade of the shape;
It is attached in the range from the upper end surface on the platform side to the position near the rotation center axis in the housing, and the impact air pressure fluctuation from the platform side when passing a high-speed train in the station building A curved shielding guide plate that guides to the lower half and forcibly opens the central shaft blade;
One end is connected to the end of the rotation center shaft protruding from the housing side wall, and the other end side is extended along the housing side wall,
It is attached over the side wall of the housing and the rotating piece, and always applies a force in the closing direction to the central shaft blade through the rotating piece, and after the shock air pressure fluctuation disappears, the central shaft blade is closed. A first telescopic motion body using a gas pressure or a liquid pressure that rotates to close the blade attachment port,
It is attached over the side wall of the housing and the rotating piece, and applies resistance to the force in the closing direction of the rotating piece by the first telescopic operating body to the central shaft blade through the rotating piece, A second telescopic motion body using gas pressure or liquid pressure that delays the closing time of the shaft blade;
Have
A wall surface automatic opening and closing blade device in a station building, wherein a plurality of the side wall portions are arranged at intervals along the platform.
列車が通過するシェルター型の駅舎におけるホーム側と、前記駅舎の外部とを区画する側壁部に取り付けられる駅舎における壁面自動開閉羽根装置であって、
縦方向中心位置に、ホーム側の端面から駅舎外部側の端面に至る水平配置で開口穴部付きの上下仕切り板を架設し、ホーム側の端面にN個の開口を、駅舎外部側の端面にN個の羽根取り付け口を設けた箱型状の筺体と、
前記筺体におけるN個の羽根取り付け口の各上下方向中心位置に各々水平に架設したN個の回転中心軸と、
前記各回転中心軸により、前記各羽根取り付け口を各々閉塞又は開口可能な状態で上下方向中心位置を支持されるとともに、シェルター型の駅舎外から内側への風圧作用時には各羽根取り付け口に対する閉塞状態を維持するN個の中心軸羽根と、
前記ホーム側のN個の開口の各端面上部から前記筺体内の各回転中心軸近傍位置に至る範囲に取り付けられ、前記駅舎における高速の列車の通過時における前記ホーム側からの衝撃的空気圧変動を前記各中心軸羽根の内面の下半部に誘導し、各中心軸羽根を強制開口させるN個の遮蔽誘導板と、
一端を筺体側壁から突出する少なくとも一つの回転中心軸端部に連結し、他端側を筺体側壁に沿って延在した回動片と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、常時前記回動片を介して一つの回転中心軸を経て一つの中心軸羽根に閉塞方向の力を付与して、前記衝撃的空気圧変動消滅後前記中心軸羽根を閉塞方向に回動させ前記羽根取り付け口を閉塞させる気体圧又は液体圧を利用した第1の伸縮動作体と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、前記第1の伸縮動作体による回動片の閉塞方向の力に対する抗力を前記回動片を介して一方の回転中心軸を経て一方の中心軸羽根に付与し、前記中心軸羽根の閉塞時間を遅延させる気体圧又は液体圧を利用した第2の伸縮動作体と、
前記筺体の側壁外部において、筺体側壁から突出する各回転中心軸の端部に取り付けられ、各回転中心軸及び中心軸羽根の回転を連動させる平行リンク機構部と、
を有することを特徴とする駅舎における壁面自動開閉羽根装置。
A wall surface automatic opening / closing blade device in a station building that is attached to a side wall partitioning a platform side in a shelter type station building through which a train passes and the outside of the station building,
At the center in the vertical direction, a vertical partition plate with an opening hole is installed in a horizontal arrangement from the end surface on the platform side to the end surface on the exterior side of the station building, and N openings are formed on the end surface on the platform side, A box-shaped housing provided with N blade mounting openings;
N rotation center shafts horizontally installed at the vertical center positions of the N blade attachment ports in the housing,
The respective rotation center shafts support the center position in the vertical direction in a state where each blade attachment port can be closed or opened, and when the wind pressure acts from the outside to the inside of the shelter type station building, the blade attachment port is closed. N central axis blades to maintain
Mounted in the range from the top of each end face of the N openings on the platform side to the position in the vicinity of each rotation center axis in the enclosure, the shock air pressure fluctuation from the platform side when passing a high-speed train in the station building N shielding guide plates that guide each inner shaft blade to the lower half of the inner surface and forcibly open each center shaft blade;
One end is connected to at least one rotation center shaft end projecting from the housing side wall, and the other end is extended along the housing side wall.
It is attached over the side wall of the housing and the rotating piece, and constantly applies a force in the closing direction to one central axis blade through one rotating central axis via the rotating piece, and the shocking air pressure fluctuation disappears. A first telescopic motion body using gas pressure or liquid pressure to rotate the central axis blade in the closing direction and close the blade attachment port;
It is attached over the side wall of the housing and the rotary piece, and the resistance against the force in the closing direction of the rotary piece by the first telescopic operating body is applied to the center of the rotary piece via the rotary piece via one rotary central axis. A second telescopic motion body using gas pressure or liquid pressure that is applied to the shaft blade and delays the closing time of the central shaft blade;
Outside the side wall of the housing, a parallel link mechanism that is attached to the end of each rotation center shaft protruding from the housing side wall and interlocks the rotation of each rotation center shaft and center shaft blade;
A wall surface automatic opening and closing blade device in a station building characterized by comprising:
列車が通過するシェルター型の駅舎におけるホーム側と、前記駅舎の外部とを区画する側壁部に取り付けられる駅舎における壁面自動開閉羽根装置であって、
縦方向中心位置に、ホーム側の端面から駅舎外部側の端面に至る水平配置で四角形状の開口穴部付きの上下仕切り板を架設し、ホーム側の端面に上下N段の開口を、駅舎外部側の端面に上下N段の四角形状の羽根取り付け口を設けた直方体箱型状の筺体と、
前記筺体における上下N段の羽根取り付け口の各上下方向中心位置に各々水平に架設したN個の回転中心軸と、
前記各回転中心軸により、前記各羽根取り付け口を各々閉塞又は開口可能な状態で上下方向中心位置を支持されるとともに、シェルター型の駅舎外から内側への風圧作用時には各羽根取り付け口に対する閉塞状態を維持する上下N段の四角形状の中心軸羽根と、
前記ホーム側の上下N段の開口の各端面上部から前記筺体内の各回転中心軸近傍位置に至る範囲に取り付けられ、前記駅舎における高速の列車の通過時における前記ホーム側からの衝撃的空気圧変動を前記各中心軸羽根の内面の下半部に誘導し、各中心軸羽根を強制開口させる上下N段の曲面形状の遮蔽誘導板と、
一端を筺体側壁から突出する少なくとも一方の回転中心軸端部に連結し、他端側を筺体側壁に沿って延在した回動片と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、常時前記回動片を介して一方の回転中心軸を経て一方の中心軸羽根に閉塞方向の力を付与して、前記衝撃的空気圧変動消滅後前記中心軸羽根を閉塞方向に回動させ前記羽根取り付け口を閉塞させる気体圧又は液体圧を利用した第1の伸縮動作体と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、前記第1の伸縮動作体による回動片の閉塞方向の力に対する抗力を前記回動片を介して一方の回転中心軸を経て一方の中心軸羽根に付与し、前記中心軸羽根の閉塞時間を遅延させる気体圧又は液体圧を利用した第2の伸縮動作体と、
前記筺体の側壁外部において、筺体側壁から突出する各回転中心軸の端部に取り付けられ、両回転中心軸及び両中心軸羽根の回転を連動させる平行リンク機構部と、
を有することを特徴とする駅舎における壁面自動開閉羽根装置。
A wall surface automatic opening / closing blade device in a station building that is attached to a side wall partitioning a platform side in a shelter type station building through which a train passes and the outside of the station building,
At the center in the vertical direction, a vertical partition plate with a rectangular opening hole is installed in a horizontal arrangement from the end surface on the platform side to the end surface on the outside of the station building. A rectangular parallelepiped box-shaped housing provided with an upper and lower N-stage rectangular blade attachment port on the side end surface;
N rotation center shafts horizontally laid at each of the vertical center positions of the upper and lower N stage blade attachment ports in the housing;
The respective rotation center shafts support the center position in the vertical direction in a state where each blade attachment port can be closed or opened, and when the wind pressure acts from the outside to the inside of the shelter type station building, the blade attachment port is closed. An upper and lower N-stage rectangular central axis blade that maintains
Impact air pressure fluctuation from the platform side when the high-speed train passes through the station building, which is attached to the range from the top of each end face of the upper and lower N-stage openings on the platform side to the position in the vicinity of each rotation center axis. Is guided to the lower half of the inner surface of each central shaft blade, and the upper and lower N-stage curved shielding guide plate for forcibly opening each central shaft blade;
One end is connected to at least one end of the rotation center shaft projecting from the housing side wall, and the other end is extended along the housing side wall.
Attached over the side wall of the housing and the rotating piece, and constantly applying a force in the closing direction to one central axis blade through the rotating piece through the rotating piece, the shocking air pressure fluctuation disappears. A first telescopic motion body using gas pressure or liquid pressure to rotate the central axis blade in the closing direction and close the blade attachment port;
It is attached over the side wall of the housing and the rotary piece, and the resistance against the force in the closing direction of the rotary piece by the first telescopic operating body is applied to the center of the rotary piece via the rotary piece via one rotary central axis. A second telescopic motion body using gas pressure or liquid pressure that is applied to the shaft blade and delays the closing time of the central shaft blade;
Outside the side wall of the housing, a parallel link mechanism that is attached to the end of each rotation center shaft protruding from the housing side wall and interlocks the rotation of both rotation center shafts and both center shaft blades;
A wall surface automatic opening and closing blade device in a station building characterized by comprising:
列車が通過するシェルター型の駅舎におけるホーム側と、前記駅舎の外部とを区画する側壁部に取り付けられる駅舎における壁面自動開閉羽根装置であって、
縦方向中心位置に、ホーム側の端面から駅舎外部側の端面に至る水平配置で四角形状の開口穴部付きの上下仕切り板を架設し、ホーム側の端面に上下N段の開口を、駅舎外部側の端面に上下N段の四角形状の羽根取り付け口を設けた直方体箱型状の筺体と、
前記筺体における上下N段の羽根取り付け口の各上下方向中心位置に各々水平に架設したN個の回転中心軸と、
前記各回転中心軸により、前記各羽根取り付け口を各々閉塞又は開口可能な状態で上下方向中心位置を支持されるとともに、シェルター型の駅舎外から内側への風圧作用時には各羽根取り付け口に対する閉塞状態を維持する上下N段の四角形状の中心軸羽根と、
前記ホーム側の上下N段の開口の各端面上部から前記筺体内の各回転中心軸近傍位置に至る範囲に取り付けられ、前記駅舎における高速の列車の通過時における前記ホーム側からの衝撃的空気圧変動を前記各中心軸羽根の内面の下半部に誘導し、各中心軸羽根を強制開口させる上下N段の曲面形状の遮蔽誘導板と、
一端を筺体側壁から突出する少なくとも一方の回転中心軸端部に連結し、他端側を筺体側壁に沿って延在した回動片と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、常時前記回動片を介して一方の回転中心軸を経て一方の中心軸羽根に閉塞方向の力を付与して、前記衝撃的空気圧変動消滅後前記中心軸羽根を閉塞方向に回動させ前記羽根取り付け口を閉塞させる気体圧又は液体圧を利用した第1の伸縮動作体と、
前記筺体の側壁と前記回動片とにわたって取り付けられ、前記第1の伸縮動作体による回動片の閉塞方向の力に対する抗力を前記回動片を介して一方の回転中心軸を経て一方の中心軸羽根に付与し、前記中心軸羽根の閉塞時間を遅延させる気体圧又は液体圧を利用した第2の伸縮動作体と、
前記筺体の側壁外部において、筺体側壁から突出する各回転中心軸の端部に取り付けられ、両回転中心軸及び両中心軸羽根の回転を連動させる平行リンク機構部と、
を有し、
前記側壁部に対し前記ホームに沿って間隔を隔て複数個列設したことを特徴とする駅舎における壁面自動開閉羽根装置。
A wall surface automatic opening / closing blade device in a station building that is attached to a side wall partitioning a platform side in a shelter type station building through which a train passes and the outside of the station building,
At the center in the vertical direction, a vertical partition plate with a rectangular opening hole is installed in a horizontal arrangement from the end surface on the platform side to the end surface on the outside of the station building. A rectangular parallelepiped box-shaped housing provided with an upper and lower N-stage rectangular blade attachment port on the side end surface;
N rotation center shafts horizontally laid at each of the vertical center positions of the upper and lower N stage blade attachment ports in the housing;
The respective rotation center shafts support the center position in the vertical direction in a state where each blade attachment port can be closed or opened, and when the wind pressure acts from the outside to the inside of the shelter type station building, the blade attachment port is closed. An upper and lower N-stage rectangular central axis blade that maintains
Impact air pressure fluctuation from the platform side when the high-speed train passes through the station building, which is attached to the range from the top of each end face of the upper and lower N-stage openings on the platform side to the position in the vicinity of each rotation center axis. Is guided to the lower half of the inner surface of each central shaft blade, and the upper and lower N-stage curved shielding guide plate for forcibly opening each central shaft blade;
One end is connected to at least one end of the rotation center shaft projecting from the housing side wall, and the other end is extended along the housing side wall.
Attached over the side wall of the housing and the rotating piece, and constantly applying a force in the closing direction to one central axis blade through the rotating piece through the rotating piece, the shocking air pressure fluctuation disappears. A first telescopic motion body using gas pressure or liquid pressure to rotate the central axis blade in the closing direction and close the blade attachment port;
It is attached over the side wall of the housing and the rotary piece, and the resistance against the force in the closing direction of the rotary piece by the first telescopic operating body is applied to the center of the rotary piece via the rotary piece via one rotary central axis. A second telescopic motion body using gas pressure or liquid pressure that is applied to the shaft blade and delays the closing time of the central shaft blade;
Outside the side wall of the housing, a parallel link mechanism that is attached to the end of each rotation center shaft protruding from the housing side wall and interlocks the rotation of both rotation center shafts and both center shaft blades;
Have
A wall surface automatic opening and closing blade device in a station building, wherein a plurality of the side wall portions are arranged at intervals along the platform.
JP2009280090A 2009-12-10 2009-12-10 Wall automatic opening and closing blade device in station building Expired - Fee Related JP5392621B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009280090A JP5392621B2 (en) 2009-12-10 2009-12-10 Wall automatic opening and closing blade device in station building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009280090A JP5392621B2 (en) 2009-12-10 2009-12-10 Wall automatic opening and closing blade device in station building

Publications (2)

Publication Number Publication Date
JP2011122334A JP2011122334A (en) 2011-06-23
JP5392621B2 true JP5392621B2 (en) 2014-01-22

Family

ID=44286471

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009280090A Expired - Fee Related JP5392621B2 (en) 2009-12-10 2009-12-10 Wall automatic opening and closing blade device in station building

Country Status (1)

Country Link
JP (1) JP5392621B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105789089B (en) * 2014-12-23 2019-11-05 中微半导体设备(上海)股份有限公司 Vacuum treatment installation, the method for improving vacuum treatment installation process results
CN111119635A (en) * 2020-01-20 2020-05-08 四川盛德门控科技有限公司 Gas spring, gas spring assembly and revolving door

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3701612B2 (en) * 2002-01-31 2005-10-05 財団法人鉄道総合技術研究所 Shock wave countermeasure device at high-speed train passing station in tunnel.
JP2009215749A (en) * 2008-03-10 2009-09-24 Railway Technical Res Inst Louver and pressure reducing structure of shelter-like structure

Also Published As

Publication number Publication date
JP2011122334A (en) 2011-06-23

Similar Documents

Publication Publication Date Title
ES2731697T3 (en) Train platform safety device
JP5792022B2 (en) Wall-mounted flap gate waterproof panel
CN102155250B (en) Self-reset explosion-proof door
CN105951919B (en) A kind of cab for engineering machinery
JP5392621B2 (en) Wall automatic opening and closing blade device in station building
CN202023579U (en) Self-restoring explosion-proof door
JP2001311351A (en) Platform screen door device
KR101066644B1 (en) Window system
KR200443808Y1 (en) Open type arcade
US5183093A (en) Removable sealing device for a raisable-curtain industrial door
JP2014173300A (en) Hinged door
KR20170004185A (en) Escape door for tunnel
JP2009215749A (en) Louver and pressure reducing structure of shelter-like structure
KR101450303B1 (en) Slim Tree-Track Insulated Window Integrated Security and Railing function.
RU2391284C2 (en) Lifting system for servicing high structures
CN108678616A (en) A kind of internal-open and inner tilt window construction
JP2006224821A (en) Platform clearance adjustment device
JP6204402B2 (en) Fire door to prevent flooding of indoor equipment
JP3180713U (en) Platform door device that can reduce work on the platform side
CN220417491U (en) Front side plate of air conditioner split body machine
RU2123116C1 (en) Ventilation gate for railroad tunnel
KR200478209Y1 (en) Rail apparatus of heavy weight dooor
KR20090007378U (en) Open type arcade
JP2005145614A (en) Elevator tail cord swaying prevention device
KR102149638B1 (en) Movable insulation device for vertical tunnel

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20121210

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20130807

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20130903

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20131003

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees