JPH01210600A - Impact preventer in tunnel - Google Patents

Impact preventer in tunnel

Info

Publication number
JPH01210600A
JPH01210600A JP3633588A JP3633588A JPH01210600A JP H01210600 A JPH01210600 A JP H01210600A JP 3633588 A JP3633588 A JP 3633588A JP 3633588 A JP3633588 A JP 3633588A JP H01210600 A JPH01210600 A JP H01210600A
Authority
JP
Japan
Prior art keywords
tunnel
space
air
vehicle
vehicles
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
JP3633588A
Other languages
Japanese (ja)
Other versions
JPH0823279B2 (en
Inventor
Toru Ishima
石間 徹
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP63036335A priority Critical patent/JPH0823279B2/en
Publication of JPH01210600A publication Critical patent/JPH01210600A/en
Publication of JPH0823279B2 publication Critical patent/JPH0823279B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F1/00Ventilation of mines or tunnels; Distribution of ventilating currents
    • E21F1/003Ventilation of traffic tunnels

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

PURPOSE:To prevent the occurrence of impact caused by pressure rise when high-speed vehicles pass by a method in which a shield wall surrounding the passing space of vehicle and having air vents is provided in tunnel and an air escape space is formed between the shield wall and the inner surface of the tunnel. CONSTITUTION:A single or double or more shield wall 4 surrounding the passing space 5 of vehicles 3 and having many air vents 7 is provided in a tunnel 1 and air escape spaces 6 are formed between the shield wall 4 and the inner surface of the tunnel 1. Check valves are set in the vents 7 as needed. When high-speed vehicles 3 pass through the tunnel 1 or when vehicles 3 pass by each other in the tunnel 1, air of raised pressures is allowed to escape through the vents 7 to the spaces 6, thereby preventing the overmuch rise of pressures and weakening impact to be occurred.

Description

【発明の詳細な説明】 イ1発明の目的 (産業上の利用分野) 本発明は、列車、電車、リニアモーターカー、自動車、
その他の高速車輌のトンネル通過に際し、トンネル内の
空気圧が急上昇して、車輌に衝撃を与えることを防止す
るトンネル内の衝撃防止装置に関する。
Detailed Description of the Invention A1 Objective of the Invention (Field of Industrial Application) The present invention is intended for use in trains, trains, linear motor cars, automobiles,
The present invention relates to an impact prevention device in a tunnel that prevents the air pressure in the tunnel from rapidly increasing and impacting the vehicle when another high-speed vehicle passes through the tunnel.

(従来の技術) 現今、車輌特に鉄道車輌の高速化の技術革新は目覚まし
く、リニアモータカー等においては時速500 wを越
える実用走行が可能となった。しかし、車輌の高速走行
は、沿線住民に対し、騒音、振動等の公害を及ぼすばか
りではなく、車輌のトンネル通過時、又はトンネル内で
の車輌の擦れ違い時に、トンネル内の空気を急圧縮して
FBI k波を生じさせるので、車輌がこれの影響を受
けて振動したり、走行不安定になったり、又乗客に不快
感を与えたりする問題点があるので、本発明者は、先に
特公昭5B−40259号公報所載の高速列車用トンネ
ルの衝撃音防止方法を発明したが、このものはトンネル
の入口側に放気口の開口率を漸減させた覆体を配設し、
この覆体内へ列車が進入することにより、トンネル内の
空気を漸増的に加圧させて、その流動を起こさせた後、
トンネル内へ列車を進入させ、トンネルの出口側におい
て衝撃音を発生させないようにしたものである。
(Prior Art) At present, technological innovations in speeding up vehicles, especially railway vehicles, are remarkable, and linear motor cars and the like have become capable of practical running at speeds exceeding 500 W per hour. However, high-speed vehicles not only cause pollution such as noise and vibration to residents living along the route, but also cause the air inside the tunnel to be rapidly compressed when vehicles pass through the tunnel or when vehicles pass each other in the tunnel. Since FBI k-waves are generated, there are problems in that the vehicle is affected by this and vibrates, becomes unstable, and causes discomfort to passengers. We have invented a method for preventing impact noise in high-speed train tunnels, as described in Publication No. 5B-40259, which involves arranging a cover on the entrance side of the tunnel that gradually reduces the opening ratio of the air outlet.
When a train enters this covering, the air inside the tunnel is gradually pressurized and its flow is caused.
This system allows a train to enter a tunnel and prevents impact noise from being generated at the exit of the tunnel.

(発明が解決しようとする課M) しかしながら、この方法では、トンネル内へ進入した車
輌により外側へ排除された空気が1ヘンネルの内壁に当
たって跳ね返り、車輌に強い衝撃を与えるから、トンネ
ル通過中の車輌やトンネル内で擦れ違う車輌は激しく揺
れて走行が不安定となり、乗客は乗り心地が悪くて、鼓
膜に強い圧迫を受は不快感をおぼえる問題点があった。
(Problem M to be solved by the invention) However, in this method, the air expelled to the outside by a vehicle that has entered the tunnel bounces off the inner wall of the tunnel and gives a strong impact to the vehicle. Vehicles passing each other in the tunnels would shake violently, making the ride unstable, making the ride uncomfortable for passengers, and putting strong pressure on their eardrums, causing discomfort.

本発明は、前記した従来の課題を解決するためになされ
たもので、車輌のトンネル通過時、又はトンネル内での
車輌の擦れ違い時に、車輌により排除された空気を逃気
空間へ逃がして通行スペースへ戻らせないようにし、ト
ンネル内で車輌に作用する衝撃を防止させる装置を提供
することを目的としている。
The present invention has been made in order to solve the above-mentioned conventional problem, and when a vehicle passes through a tunnel or when vehicles pass each other in a tunnel, the air removed by the vehicle is released into the ventilation space to improve the passage space. The object of the present invention is to provide a device that prevents the vehicle from returning to the tunnel and prevents impact acting on the vehicle inside the tunnel.

口1発明の構成 (課題を解決するための手段) 前記目的を達成するための本発明の手段は、トンネルの
内部に車輌の通行スペースを囲む遮蔽壁を設け、この遮
蔽壁と前記トンネルの内壁との間に逃気空間を存在させ
、この逃気空間と前記した車輌の通行スペースとを前記
遮蔽壁に散在させた逃気孔により連通させたことを特徴
とするトンネル内の衝撃防止装置にあるもので、この装
置は遮断壁に設けて車輌の通行スペースと逃気空間を連
通させる逃気孔に、逃気空間から通行スペースへの空気
の戻りを阻上する逆止弁を装備させることもあるもので
あって、前記した′!A置における遮蔽壁は、車輌の通
行スペースとトンネルの内壁との間に逃気空間を形成さ
せるものであるから、空気圧に耐えて振動を起させない
特性の鋼材か、コンクリート材、その他を用いて、必要
強度が得られる門形、アーチ形等に形成し、その配設数
は基本的には一重であるが、必要に応じて二重以上とし
、逃気空間の複層化を計ることもあるもので、この遮蔽
壁はその側壁及び天井部に散在的に逃気孔を設け、この
逃気孔により前記した車輌の通行スペースと逃気空間と
を連通させるものであり、この逃気孔の形状は、形成し
易く、空気が流通しい円形、楕円形、方形、長方形、多
角形。
1. Structure of the Invention (Means for Solving the Problem) The means of the present invention for achieving the above object is to provide a shielding wall surrounding a vehicle passage space inside a tunnel, and to connect this shielding wall and the inner wall of the tunnel. An impact prevention device for a tunnel, characterized in that an air escape space is present between the tunnel and the vehicle passage space, and the air escape space and the above-mentioned vehicle passage space are communicated with each other through air escape holes scattered in the shielding wall. This device may be equipped with a check valve in the air vent that is installed in the barrier wall to communicate the vehicle passage space and the air escape space to prevent air from returning from the air escape space to the traffic space. The above-mentioned '! The shielding wall at location A is to form an escape space between the vehicle passage space and the inner wall of the tunnel, so it should be made of steel, concrete, or other materials that can withstand air pressure and do not cause vibration. They are formed in a gate shape, arch shape, etc. that provides the necessary strength, and the number of them is basically one, but if necessary, they can be installed in two or more layers to create a multi-layered escape space. This shielding wall has ventilation holes scattered on its side walls and ceiling, and these ventilation holes communicate the above-mentioned vehicle passage space with the ventilation space, and the shape of the ventilation holes is as follows. , circles, ovals, squares, rectangles, and polygons that are easy to form and allow air to circulate.

その池を選定使用し、開口率は30〜80%の範囲内で
、逆止弁を備えない開放式の場合は40%程度、逆止弁
を備える場合は70%以上を目安とし、開口面積は小さ
過ぎると逃気速度が遅過ぎ、大き過ぎると遮蔽壁の強度
保持に問題が生じるから、200〜10.0OOciの
範囲とするもので、開放式の場合は、空気の戻りも速く
なるから孔を200〜2,000、−n程度に設定し、
逆止式の場合は空気の戻りが防止されるから3,000
〜10,000(n程度に設定する。
The pond should be selected and used, and the open area ratio should be within the range of 30 to 80%, approximately 40% for an open type without a check valve, and 70% or more for a pond with a check valve. If it is too small, the air velocity will be too slow, and if it is too large, there will be problems in maintaining the strength of the shielding wall, so it should be in the range of 200 to 10.0 OOci.If it is an open type, the air returns quickly. Set the holes to about 200 to 2,000, -n,
3,000 because the non-return type prevents air from returning.
~10,000 (set to about n).

そしてこの逃気孔に設ける逆上弁は、弁軸により逃気孔
へ取付けてばねにより閉鎖させ、空気圧′により開放さ
せるか、一端を遮蔽壁に蝶着して重力により閉鎖させ、
空気圧により開放させるもので、この蝶着式は側壁側に
おいては、蝶着側を上にすれば逆止弁が開放反転しても
重力閉鎖するが、天井側においては開放反転すると、重
力によっては閉鎖できないから、閉鎮ばねを係合させる
か、ストッパーにより反転しないように開放を制限して
、重力閉鎖させるようにするものである。
The reverse valve provided in this vent hole is attached to the vent hole by a valve shaft, closed by a spring, and opened by air pressure, or one end is hinged to a shielding wall and closed by gravity.
It is opened by air pressure, and with this hinge type, on the side wall side, if the hinge side is facing up, the check valve will open and close due to gravity even if it is reversed, but on the ceiling side, when it is opened and reversed, it will close due to gravity. Since it cannot be closed, a closing spring is engaged, or opening is restricted by a stopper so that it does not turn over, and gravity closes.

(作 用) 前記のように構成されるトンネル内の@撃防止装置は、
高速走行する車輌が通行スペースへ進入すると、通孔ス
ペース内の空気は車輌に加圧されて遮蔽壁の逃気孔より
逃気空間へ逃げ、この空間に保留されて通行スペースへ
の逆流を抑止されるから、トンネル内には殆ど衝撃波が
生じず、従って通過車輌は走行や乗り心地に影響する衝
撃を受けることがないものである。又、前記した遮蔽壁
の逃気孔に逆止弁を設ければ、逃気孔から逃気空間へ逃
げた空気は、その逆流を完全に阻止されるため、車輌に
対する衝撃は殆ど感じられない程度に減衰するものであ
る。
(Function) The @ strike prevention device in the tunnel configured as described above is
When a vehicle traveling at high speed enters the traffic space, the air in the ventilation hole space is pressurized by the vehicle and escapes from the ventilation hole in the shielding wall to the ventilation space, and is retained in this space to prevent backflow into the traffic space. Therefore, almost no shock waves are generated within the tunnel, and therefore passing vehicles are not subjected to shocks that affect running or riding comfort. Furthermore, if a check valve is installed in the above-mentioned escape hole of the shielding wall, the air that escaped from the escape hole to the escape space will be completely prevented from flowing backwards, so that the impact on the vehicle will be almost imperceptible. It is something that attenuates.

(実施例) 本発明に関するl・ンネル内の衝撃防止装置の実施の一
例を図面に基いて説明する。
(Example) An example of the implementation of the impact prevention device in the tunnel according to the present invention will be explained based on the drawings.

図面第1図〜第5図において1は周知のトンネルで、そ
の内側下部に軌道2を敷設し、この軌道2上に車輌3を
走行させる。
In FIGS. 1 to 5, reference numeral 1 denotes a well-known tunnel, and a track 2 is laid at the lower part of the inner side of the tunnel, and a vehicle 3 is driven on this track 2.

4は前記したトンネル1内に車輌3の通行スペース5を
囲むように設けた遮蔽壁で、第1図に示すような門形か
、図面には示してないが、トンネル1と相似形に形成し
て、その外側と前記トンネルの内側との間に逃気空間6
を存在させてあり、この遮蔽壁4は必要に応じてこれを
第3図に示すように二重か、第4図に示すように三重に
形成し、逃気空間6を二層、三層として効果の向上を計
ることもある。
Reference numeral 4 denotes a shielding wall provided in the aforementioned tunnel 1 to surround the passage space 5 for vehicles 3, and is formed in a gate shape as shown in Fig. 1, or in a similar shape to the tunnel 1 although it is not shown in the drawing. and an escape space 6 between the outside and the inside of the tunnel.
The shielding wall 4 is formed into a double layer as shown in FIG. 3 or a triple layer as shown in FIG. It is also possible to measure the improvement of effectiveness.

7は前記した遮蔽壁4の各所に散在的に設けた逃気孔で
、断面積がi、ooo−程度の長方形のものを第2図に
示すように開口率が40%程度に形成し、この逃気孔7
により車輌の通行スペース5と逃気空間6とを連通させ
る。
Reference numeral 7 denotes air escape holes provided at various locations in the aforementioned shielding wall 4, rectangular ones with a cross-sectional area of about i,ooo- are formed with an aperture ratio of about 40% as shown in FIG. Air escape hole 7
This allows the vehicle passage space 5 and the air escape space 6 to communicate with each other.

8は前記遮蔽壁4に装着した従来公知の逆止弁で、図面
第5図、第6図に示すように弁軸9により逃気孔7へ取
付け、ばね10により第6図のように閉鎖させて置き、
空気圧の増加によりばね10に抗して開放させるか、第
7図〜第9図に示すように通気孔7の内側において遮蔽
壁4へ蝶着11シ、側壁側は第8図の通り蝶着11側を
上端とし、天井側は第9図の左右何れかの一端を蝶着1
1側とし、重力により閉鎖させて置いて、空気圧の増加
時により開放させるもので、この場合、側壁側は逆止弁
8が開放反転しても重力により閉鎖するが、天井側は開
放反転すると、重力間Miできなくなくなるから、開放
制限部材12により開放反転を防止して、重力による閉
鎖を可能とじである。
Reference numeral 8 designates a conventionally known check valve attached to the shielding wall 4, and as shown in FIGS. 5 and 6 of the drawings, it is attached to the vent hole 7 by a valve shaft 9 and closed by a spring 10 as shown in FIG. Leave it there,
Either open it against the spring 10 by increasing the air pressure, or attach the hinge 11 to the shielding wall 4 inside the ventilation hole 7 as shown in FIGS. 7 to 9, and the side wall side is hinged as shown in FIG. 8. The 11 side is the top end, and the ceiling side is the hinge 1 on either the left or right end in Figure 9.
1 side, which is closed by gravity and opened when air pressure increases.In this case, the side wall side is closed by gravity even if the check valve 8 is opened and reversed, but the ceiling side is closed by gravity when the check valve 8 is opened and reversed. Since the opening limit member 12 prevents opening and reversal, it is possible to close the opening due to gravity.

前記した開放制限部材11の代りに閉鎖ばね(図面省略
)を用いても良い。
A closing spring (not shown) may be used instead of the opening limiting member 11 described above.

13は前記した逃気空間6の下部両側に設けた作業者の
管理通路で、前記遮蔽壁4により車輌3の通行スペース
5と隔離されているため、車輌3の通過時、ここに居て
も安全であり、この管理通路13から車輌3の通行スペ
ース5への出入は、第10図に示すように遮蔽壁4に設
けて逃気孔7を有する扉14により開閉される出入口1
5より行うものである。
Reference numeral 13 denotes a worker management passage provided on both sides of the lower part of the above-mentioned escape space 6, which is separated from the passage space 5 for the vehicle 3 by the shielding wall 4, so that when the vehicle 3 passes, even if the worker is in this passage, It is safe and the vehicle 3 can enter and exit the passage space 5 from the management passage 13 through the entrance 1 which is opened and closed by a door 14 provided in the shielding wall 4 and having an air vent 7, as shown in FIG.
This is done from 5.

次に本発明に関する装置を採用したトンネルと従来のト
ンネルとの車輌に対する衝撃のの作用状態を模型実験し
た結果を説明する。
Next, the results of a model experiment to examine the effects of impact on vehicles in tunnels employing the device according to the present invention and in conventional tunnels will be explained.

従来のトンネルの断面積と車輌2輌分の断面積との比率
、5:2になるように1−ンネルと車輌の模型を形成し
、本発明に付いても、トンネルと車輌模型を同じ面積比
率になるように形成し、トンネルの中に車輌2輌分に若
干の余剰スペースを加えた面積の遮蔽壁を設けて、これ
とトンネルとの間に逃気空間を形成し、この逃気空間と
車輌の通行スペースとを遮蔽壁に開口率40%で設けた
開放式の逃気孔により連通させた。
Conventionally, a tunnel and a vehicle model are formed so that the ratio of the cross-sectional area of a tunnel to the cross-sectional area of two vehicles is 5:2, and even with the present invention, the tunnel and vehicle model have the same area ratio. A shielding wall with an area equal to the space for two vehicles plus a small amount of extra space is provided in the tunnel, and an air escape space is formed between this and the tunnel, and this air space is connected to the vehicle. The passage space was communicated through an open air vent provided in the shielding wall with an open area ratio of 40%.

そして前記した従来のトンネル模型と本発明を採用した
トンネル模型との中で、各々2輌の車輌模型を100m
/S、時速換算360 km//hの速度で、トンネル
内において擦れ違わせ、トンネルのほぼ中央部において
通行スペース内の圧力上昇を計測した。
In the conventional tunnel model described above and the tunnel model adopting the present invention, two vehicle models were each installed for a length of 100 m.
/S, at a speed of 360 km/h (converted to 360 km/h), the vehicles passed each other in the tunnel, and the pressure increase in the passage space was measured at approximately the center of the tunnel.

その結果、 従来のトンネル・・・・・・0.35kg f 7’ 
ci本発明採用のトンネル・・・0.03kg f /
 ai+であった。
As a result, conventional tunnel...0.35kg f 7'
ci Tunnel adopting the present invention...0.03kg f/
It was ai+.

又、本発明を採用したトンネル模型において、前記遮断
壁の逃気孔に逆止弁を設置し、前記同様の条件で車輌模
型を走行させた結果、衝撃圧は0,01kgf/C−で
あった。
In addition, in a tunnel model employing the present invention, a check valve was installed in the air escape hole of the blocking wall, and as a result of running the vehicle model under the same conditions as above, the impact pressure was 0.01 kgf/C-. .

前記した実験結果により本発明は、開放式逃気孔でも従
来のトンネルに比べて通行スペ−ス内に発生する圧力上
昇が約1/12に抑えられ、逆止弁付き逃気孔において
は1/35に減少されることが実証された。
The above experimental results show that even with the open vent hole of the present invention, the pressure rise generated in the passage space is suppressed to about 1/12 compared to a conventional tunnel, and with the vent hole equipped with a check valve, the pressure rise is reduced to 1/35. It has been demonstrated that the reduction in

ハ1発明の効果 本発明は前述した通り、列車、電車、リニアモーターカ
ー、自動車、その他の高速車輌のトンネル通過、トンネ
ル内での擦れ違いに際して、これにより圧力上昇する空
気を遮蔽壁の逃気孔から逃気空間へ逃がすため、圧力上
昇が抑制されて車輌に加わる衝撃は微弱となるから、ト
ンネル内の車輌の走行は、振動のない安定したものとな
り、乗り心地は向上する。
C1 Effects of the Invention As described above, the present invention allows trains, electric trains, linear motor cars, automobiles, and other high-speed vehicles to pass through a tunnel or rub against each other in the tunnel, and the air whose pressure increases as a result of this passes through the escape hole of the shielding wall. Because the air is released into the escape space, the pressure rise is suppressed and the shock applied to the vehicle becomes weak, so the vehicle can run stably in the tunnel without vibrations, improving ride comfort.

逃気孔に逆止弁を設ければ、逃気空間へ逃げた空気の戻
りが完全に阻止されるため、衝撃防止の効果が一段と向
上する。
If a check valve is provided in the air escape hole, the air that has escaped into the air escape space is completely prevented from returning, thereby further improving the impact prevention effect.

等の特有の効果を奏するものである。It has the following unique effects.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に関する装置の実施例を示す縦断正面図
。第2図は同上縦断側面図。第3図及び第4図は同上の
他の実施例を示す縦断正面図で、第3図は遮断壁の二重
配設を、第4図は三重配設を示す。第5図は同上装置の
逆止弁を装備した例を示す縦断正面図。第6図は同上の
拡大断面図。第7図は逆止弁装備の他の実施例を示す縦
断正面図。第8図は同上の側壁側の拡大断面図。第9図
は天井側の拡大断面図。第10図は遮蔽壁に設けた通孔
スペースへの出入口を示す拡大部分断面図である。 図中1−はトンネル、 3は車輌、 4は遮蔽壁、5は
通行スペース、 6は孤気空間、 7は逃気孔、 8 
は逆止弁である。 引′ 匂− 早
FIG. 1 is a longitudinal sectional front view showing an embodiment of the apparatus according to the present invention. Figure 2 is a longitudinal sectional side view of the same as above. FIGS. 3 and 4 are longitudinal sectional front views showing other embodiments of the same as the above, in which FIG. 3 shows a double arrangement of barrier walls, and FIG. 4 shows a triple arrangement. FIG. 5 is a longitudinal sectional front view showing an example of the same device equipped with a check valve. FIG. 6 is an enlarged sectional view of the same as above. FIG. 7 is a longitudinal sectional front view showing another embodiment of the check valve equipment. FIG. 8 is an enlarged sectional view of the side wall side of the same as above. Figure 9 is an enlarged sectional view of the ceiling side. FIG. 10 is an enlarged partial sectional view showing the entrance to the through hole space provided in the shielding wall. In the figure, 1- is a tunnel, 3 is a vehicle, 4 is a shielding wall, 5 is a passage space, 6 is an isolated space, 7 is an air escape hole, 8
is a check valve. early smell

Claims (2)

【特許請求の範囲】[Claims] (1)トンネルの内部に車輌の通行スペースを囲む遮蔽
壁を設け、この遮断壁と前記トンネルの内壁との間に逃
気空間を存在させ、この逃気空間と前記した車輌の通行
スペースとを前記遮断壁に散在させた逃気孔により連通
させたことを特徴とするトンネル内の衝撃防止装置。
(1) A shielding wall surrounding the vehicle passage space is provided inside the tunnel, and an air escape space is provided between the shield wall and the inner wall of the tunnel, and the air escape space and the vehicle passage space are separated from each other. A shock prevention device in a tunnel, characterized in that the barrier wall is communicated with through escape holes scattered throughout the barrier wall.
(2)前記した遮蔽壁に設けて、車輌の通行スペースと
逃気空間を連通させた逃気孔に、逃気空間から通行スペ
ースへの空気の戻りを阻止する逆止弁を装備させたこと
を特徴とする特許請求の範囲第1項記載のトンネル内の
衝撃防止装置。
(2) The above-mentioned shielding wall is equipped with a check valve that prevents air from returning from the ventilation space to the passage space in the ventilation hole that communicates the vehicle passage space with the ventilation space. A shock prevention device in a tunnel according to claim 1.
JP63036335A 1988-02-18 1988-02-18 Anti-shock device in tunnel Expired - Lifetime JPH0823279B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63036335A JPH0823279B2 (en) 1988-02-18 1988-02-18 Anti-shock device in tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63036335A JPH0823279B2 (en) 1988-02-18 1988-02-18 Anti-shock device in tunnel

Publications (2)

Publication Number Publication Date
JPH01210600A true JPH01210600A (en) 1989-08-24
JPH0823279B2 JPH0823279B2 (en) 1996-03-06

Family

ID=12466959

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63036335A Expired - Lifetime JPH0823279B2 (en) 1988-02-18 1988-02-18 Anti-shock device in tunnel

Country Status (1)

Country Link
JP (1) JPH0823279B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0515912A2 (en) * 1991-05-30 1992-12-02 Nonlinear Technologies Incorporated Tunnel-structure to suppress propagation of pressure disturbances generated by travelling of high-speed trains
WO2002103163A1 (en) * 2001-06-15 2002-12-27 Thyssenkrupp Hiserv Gmbh Suctioning device for a tunnel
JP2008215019A (en) * 2007-03-07 2008-09-18 Kobe Steel Ltd Shaft structure
JP2015183383A (en) * 2014-03-20 2015-10-22 大成建設株式会社 tunnel
JP2016132928A (en) * 2015-01-20 2016-07-25 東海旅客鉄道株式会社 Buffer construction

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5340259A (en) * 1976-09-27 1978-04-12 Hitachi Ltd Mic solid oscillator
JPS5370606U (en) * 1976-11-16 1978-06-13
JPS5531274A (en) * 1978-08-29 1980-03-05 Toshiba Corp Wick type oil stove

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5340259A (en) * 1976-09-27 1978-04-12 Hitachi Ltd Mic solid oscillator
JPS5370606U (en) * 1976-11-16 1978-06-13
JPS5531274A (en) * 1978-08-29 1980-03-05 Toshiba Corp Wick type oil stove

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0515912A2 (en) * 1991-05-30 1992-12-02 Nonlinear Technologies Incorporated Tunnel-structure to suppress propagation of pressure disturbances generated by travelling of high-speed trains
WO2002103163A1 (en) * 2001-06-15 2002-12-27 Thyssenkrupp Hiserv Gmbh Suctioning device for a tunnel
JP2008215019A (en) * 2007-03-07 2008-09-18 Kobe Steel Ltd Shaft structure
JP2015183383A (en) * 2014-03-20 2015-10-22 大成建設株式会社 tunnel
JP2016132928A (en) * 2015-01-20 2016-07-25 東海旅客鉄道株式会社 Buffer construction

Also Published As

Publication number Publication date
JPH0823279B2 (en) 1996-03-06

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