JP2003236010A - Automatic valve system for tunnel - Google Patents

Automatic valve system for tunnel

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Publication number
JP2003236010A
JP2003236010A JP2002038675A JP2002038675A JP2003236010A JP 2003236010 A JP2003236010 A JP 2003236010A JP 2002038675 A JP2002038675 A JP 2002038675A JP 2002038675 A JP2002038675 A JP 2002038675A JP 2003236010 A JP2003236010 A JP 2003236010A
Authority
JP
Japan
Prior art keywords
valve
automatic
test
water
automatic valve
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.)
Pending
Application number
JP2002038675A
Other languages
Japanese (ja)
Inventor
Hiroshi Ibaraki
博 茨木
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.)
Hochiki Corp
Original Assignee
Hochiki Corp
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 Hochiki Corp filed Critical Hochiki Corp
Priority to JP2002038675A priority Critical patent/JP2003236010A/en
Publication of JP2003236010A publication Critical patent/JP2003236010A/en
Pending legal-status Critical Current

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  • Fire-Extinguishing By Fire Departments, And Fire-Extinguishing Equipment And Control Thereof (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an automatic valve system for tunnels which can reduce height size while achieving normal operation of automatic drain valves. <P>SOLUTION: In the automatic valve system for tunnels provided with an automatic valve (10) which has a pressure adjusting mechanism and is installed in a tunnel, a test water control value (11) for stopping the supply of pressurized fire extinguishing water to the side of a water spray head at each test, a test discharge valve (15) for making the fire extinguishing water flow to a test passage and the automatic drain valve (16) which is installed vertical to a road surface and opened normally or closed at each test. The automatic valve (10) is placed sideways to make the inflow or the outflow of the pressurized water almost parallel with the road surface relative to the automatic valve while the test discharge valve (15) is built as a three-way valve and disposed at a branch off point to the water drain path from the test passage and the automatic drain valve (16) is directly mounted vertically. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、作動時にはトンネ
ル内に設置された水噴霧ヘッドに加圧消火用水を供給し
て噴霧させる一方、点検時にはヘッドから噴霧すること
のないテスト放水できるトンネル自動弁装置に係り、特
に自動弁装置の寸法を路面に対する垂直方向に小さくす
ることができるトンネル自動弁装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tunnel automatic valve for supplying water for pressure-extinguishing fire to a water spray head installed in a tunnel during operation and spraying water for test without spraying from the head during inspection. The present invention relates to a device, and more particularly to a tunnel automatic valve device capable of reducing the size of the automatic valve device in the direction perpendicular to the road surface.

【0002】[0002]

【従来の技術】従来、トンネル内水噴霧設備で使用する
自動弁装置としては、例えは図6に示すものがある(特
開平2000−120898号参照)。
2. Description of the Related Art Conventionally, as an automatic valve device used in a water spray facility in a tunnel, for example, there is one shown in FIG. 6 (see Japanese Patent Laid-Open No. 2000-120898).

【0003】前記トンネル自動弁装置100は、加圧消
火用水の圧力を調整する自動弁110、この自動弁11
0の2次側に配置され、試験時に水噴霧ヘッド側への加
圧水の供給を停止するテスト制水弁111、自動弁11
0の制御圧を発生する圧力調整弁112、自動弁の1次
圧を前記圧力調整弁に供給して前記自動弁の2次圧調整
を行わせるパイロット弁113、前記パイロット弁に並
列に配置された手動起動弁114、定常時に第1位置に
切替えられて前記テスト制水弁の制水制御機構に加わる
制御圧をドレイン側に排出して開放させ、点検時には第
2位置に切替えられて前記自動弁の2次側をドレインに
連通して消火用水を流すテスト放水弁115、試験終了
時に試験流路内の水を自動的に排水する自動排水弁11
6、及び圧力スイッチ117を備える。なお図中符号1
18は止め弁、119はオリフィスを示している。
The automatic tunnel valve device 100 includes an automatic valve 110 for adjusting the pressure of pressurized water for extinguishing a fire, and this automatic valve 11
0, which is arranged on the secondary side of 0 and stops the supply of pressurized water to the water spray head side during the test, a test water control valve 111, an automatic valve 11
A pressure adjusting valve 112 that generates a control pressure of 0, a pilot valve 113 that supplies the primary pressure of the automatic valve to the pressure adjusting valve to adjust the secondary pressure of the automatic valve, and is arranged in parallel with the pilot valve. The manual start valve 114, which is switched to the first position during steady state, discharges the control pressure applied to the water control control mechanism of the test water control valve to the drain side to open it, and is switched to the second position during inspection to automatically switch A test water discharge valve 115 that allows the fire extinguishing water to flow by connecting the secondary side of the valve to the drain, and an automatic drain valve 11 that automatically drains the water in the test flow path at the end of the test.
6 and a pressure switch 117. Note that reference numeral 1 in the figure
18 is a stop valve and 119 is an orifice.

【0004】この自動弁装置100は点検時次のように
作動する。実際には、機器設置場所まで保守点検担当者
が出向き、次の手順で行う。 (1)テスト制水弁111のハンドルを回し、全閉にし
てヘッドから放水しないようにする。 (2)テスト放水弁のレバーを回し、全開状態にする。 (3)パイロット弁113を遠隔で開けるか、手動起動
弁114を開くかし、圧力調整弁112に1次加圧水を
供給して自動弁110を起動する。自動弁110が起動
すると、弁体が開くことでテスト放水弁115からドレ
インに加圧水が流れテスト放水が行われる。この際圧力
調整弁112により2次圧を規定圧力に調整するように
自動弁110の弁体が開閉調整される。 (4)自動弁110の起動によるテスト放水が圧力スイ
ッチ117のオン信号から確認できたら、パイロット弁
113を閉じて自動弁110を全閉に戻す。 (5)続いて、テスト放水弁115を閉にし、テスト制
水弁111を開にして点検を終了する。この際、自動弁
110の2次側からテスト放水弁115間の試験流路に
ある消火用水は、自動排水弁116が開くことでドレイ
ンに排水される。
The automatic valve device 100 operates as follows during inspection. Actually, the person in charge of maintenance and inspection goes to the equipment installation location and performs the following procedure. (1) Turn the handle of the test water control valve 111 so that it is fully closed to prevent water from being discharged from the head. (2) Turn the lever of the test water discharge valve to make it fully open. (3) Whether the pilot valve 113 is opened remotely or the manual start valve 114 is opened, primary pressurized water is supplied to the pressure adjustment valve 112 to start the automatic valve 110. When the automatic valve 110 is activated, the valve body is opened so that pressurized water flows from the test water discharge valve 115 to the drain, and test water discharge is performed. At this time, the valve body of the automatic valve 110 is opened and closed by the pressure adjusting valve 112 so as to adjust the secondary pressure to the specified pressure. (4) When the test water discharge due to the activation of the automatic valve 110 can be confirmed from the ON signal of the pressure switch 117, the pilot valve 113 is closed and the automatic valve 110 is fully closed. (5) Subsequently, the test water discharge valve 115 is closed and the test water control valve 111 is opened to finish the inspection. At this time, the fire extinguishing water in the test channel between the secondary side of the automatic valve 110 and the test water discharge valve 115 is drained to the drain by opening the automatic drain valve 116.

【0005】そして、このような自動弁装置100は、
図6(1)(2)に示すように自動弁110が縦方向に
配置され加圧消火用水の流入及び流出用配管が路面(G
L)に対して垂直に配置された所謂縦置型が一般的であ
る。
And, such an automatic valve device 100 is
As shown in FIGS. 6 (1) and 6 (2), the automatic valve 110 is arranged in the vertical direction, and the inflow and outflow pipes for pressurized fire extinguishing water are connected to the road surface (G).
A so-called vertical type, which is arranged perpendicular to L), is generally used.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、このよ
うな縦型の自動弁にあっては、幅方向の寸法を小さくで
きるものの、高さ方向の寸法が大きくなる。そのため自
動弁装置の設置個所に高さ方向の制限がある場合には設
置できないという問題がある。そこで、自動弁を横置き
設置することで装置の高さ寸法を小さくすることが考え
られる。
However, in such a vertical type automatic valve, although the dimension in the width direction can be made small, the dimension in the height direction becomes large. Therefore, there is a problem that the automatic valve device cannot be installed if the installation position is restricted in the height direction. Therefore, it is possible to reduce the height of the device by installing the automatic valve horizontally.

【0007】しかし、前述した縦型の自動弁装置を単純
に横置きにした場合には自動弁装置の構成部品である自
動排水弁までが横置きになってしまい、自動排水弁本来
の機能が果たせなくなる。
However, when the vertical automatic valve device described above is simply placed horizontally, the automatic drain valve, which is a component of the automatic valve device, is also placed horizontally, and the original function of the automatic drain valve is reduced. I can't do it.

【0008】これは、自動排水弁116が図4に示す構
造であるからである。図4において、120は円筒状の
ケース、121はケース120内に上下動可能に配置さ
れた弁体としての鋼球、122は弁座、123はスプリ
ング124で上方に付勢され、鋼球121を上方に押し
上げるロッドを示している。
This is because the automatic drain valve 116 has the structure shown in FIG. In FIG. 4, 120 is a cylindrical case, 121 is a steel ball as a valve element that is vertically movable in the case 120, 122 is a valve seat, and 123 is a spring 124 that is urged upward by a steel ball 121. Shows the rod pushing up.

【0009】本自動排水弁116にあっては、流水方向
(図中上)から所定の流入する水が所定圧力以下である
ときには、鋼球121はロッド123で押上げられて弁
座122から離れた位置にあり、水は鋼球121とケー
ス120との間125を流れる(図4中実線)。
In the automatic drain valve 116, the steel ball 121 is pushed up by the rod 123 and separated from the valve seat 122 when the predetermined inflowing water from the flowing direction (upper part in the figure) is lower than the predetermined pressure. The water flows through the space 125 between the steel ball 121 and the case 120 (solid line in FIG. 4).

【0010】一方、流水方向から所定の流入する水が所
定圧力以上となると、鋼球121はロッド123を押し
下げて弁座122に接触し、水は流れなくなる(図4中
仮想線)。
On the other hand, when a predetermined amount of water flowing in from the flowing direction exceeds a predetermined pressure, the steel ball 121 pushes down the rod 123 to contact the valve seat 122 and the water stops flowing (phantom line in FIG. 4).

【0011】この動作は、自動排水弁116が鉛直に配
置され、鋼球121がケース120内をケースに触れる
ことなく移動できる場合に円滑に行われる。しかし、自
動排水弁116が横方向に配置されると、鋼球121が
ケース120内の側面に接触したり、引っ掛かったりす
るため円滑に移動しなくなる。このため前記作用がなさ
れなくなる恐れがある。
This operation is performed smoothly when the automatic drain valve 116 is arranged vertically and the steel ball 121 can move in the case 120 without touching the case. However, when the automatic drain valve 116 is arranged in the lateral direction, the steel ball 121 comes into contact with or is caught on the side surface in the case 120, and thus cannot move smoothly. For this reason, the above-mentioned action may not be performed.

【0012】本発明は、かかる実情に鑑みなされたもの
であって、高さ寸法を小さくすることができ、かつ自動
排水弁が正常に作動するトンネル自動弁装置を提供する
ことを目的とする。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a tunnel automatic valve device capable of reducing the height dimension and operating the automatic drain valve normally.

【0013】[0013]

【課題を解決するための手段】この目的を達成するため
本発明は、トンネル自動弁装置において自動弁装置を横
引きに配置する。すなわち、本発明は、トンネル内に設
置され、圧力調整弁による制御圧を受けて2次圧を規定
圧力に調整する圧力調整機構を備えた自動弁と、前記自
動弁の2次側に配置され、試験時に水噴霧ヘッド側への
加圧消防用水の供給を停止するテスト制水弁と、定常時
に第1位置に切替えられて前記自動弁に加わる水圧をド
レイン側に排出することを禁止し、点検時に第2位置に
切替えられて前記自動弁の2次側をドレインに連通する
試験流路に消火用水を流すテスト放水弁と、前記試験流
路から分岐してドレインに連通する排水路中に設けら
れ、弁体として球体が用いられて該球体が鉛直方向に移
動するよう路面に対して縦方向に設けられており、定常
時には解放状態であり、試験時には閉塞状態となる自動
排水弁とを備え水噴霧ヘッドに加圧水を供給して噴霧さ
せるトンネル自動弁装置において、前記自動弁を横置き
にして自動弁への加圧水の流入流出方向を路面と略平行
とするともに、前記自動排水弁を縦方向に配置したこと
を特徴とする。
In order to achieve this object, the present invention arranges the automatic valve device laterally in a tunnel automatic valve device. That is, the present invention is arranged in a tunnel, and an automatic valve provided with a pressure adjusting mechanism for adjusting a secondary pressure to a specified pressure by receiving a control pressure by the pressure adjusting valve, and arranged on the secondary side of the automatic valve. , A test water control valve that stops the supply of pressurized fire fighting water to the water spray head side during the test, and prohibits draining the water pressure applied to the automatic valve that is switched to the first position during steady state to the drain side, At the time of inspection, in a test water discharge valve that switches to the second position and flows the fire extinguishing water to the test flow path that connects the secondary side of the automatic valve to the drain, and in the drainage path that branches from the test flow path and connects to the drain. It is provided with a spherical body as a valve body and is provided in a vertical direction with respect to the road surface so that the spherical body moves in the vertical direction. Prepared water spray head with pressurized water In an automatic tunnel valve device for supplying and spraying, the automatic valve is laid horizontally so that the inflow / outflow direction of the pressurized water to and from the automatic valve is substantially parallel to the road surface, and the automatic drain valve is arranged vertically. And

【0014】このようなトンネル自動弁装置にあって
は、本来縦長に構成されている自動弁を横向きにしてい
るから、トンネル自動弁装置の縦方向の寸法を小さいも
のとすることができる。また、自動排水弁は鉛直方向に
設けられるから、自動排水弁装置の機能は充分に発揮さ
れる。
In such a tunnel automatic valve device, since the automatic valve which is originally vertically long is oriented horizontally, the vertical dimension of the tunnel automatic valve device can be made small. Further, since the automatic drain valve is provided in the vertical direction, the function of the automatic drain valve device is fully exerted.

【0015】また、本発明のトンネル自動弁装置は、テ
スト放水弁を三方切替弁として構成し、前記試験流路か
ら前記排水路への分岐個所に配置したことを特徴とす
る。このようなトンネル自動弁装置によれば、垂直方向
に配管される試験流路中にテスト放水弁を配置する必要
がなくなり、トンネル自動弁装置の高さ方向寸法を小さ
なものとできる。
Further, the tunnel automatic valve device of the present invention is characterized in that the test water discharge valve is constructed as a three-way switching valve and is arranged at a branch point from the test flow path to the drainage path. According to such a tunnel automatic valve device, it is not necessary to dispose the test water discharge valve in the test flow path that is vertically piped, and the size in the height direction of the tunnel automatic valve device can be reduced.

【0016】さらに、本発明のトンネル自動弁装置は、
自動排水弁を前記テスト放水弁に直結したことを特徴と
する。このようなトンネル自動弁装置によれば、自動排
水弁が設けられる排水路の寸法を最短に設定できトンネ
ル自動弁装置の高さ方向寸法を小さなものとできる。こ
の構成により、自動弁装置の高さ方向に小さいものとで
きる。
Further, the tunnel automatic valve device of the present invention is
The automatic drain valve is directly connected to the test water discharge valve. According to such a tunnel automatic valve device, the dimension of the drainage channel provided with the automatic drainage valve can be set to the shortest length, and the dimension in the height direction of the tunnel automatic valve device can be made small. With this configuration, the automatic valve device can be made small in the height direction.

【0017】[0017]

【発明の実施の形態】以下、本発明の実施の形態を添付
図面に基づいて説明する。図1〜図4は発明を実施する
形態を示すものであり、図1は本例に係るトンネル自動
弁装置の正面図、図2は図1に示したトンネル自動弁装
置の配管図、図3は作動説明図、図4は自動排水弁の構
造を示す図である。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 4 show an embodiment for carrying out the invention. FIG. 1 is a front view of a tunnel automatic valve device according to this embodiment, FIG. 2 is a piping diagram of the tunnel automatic valve device shown in FIG. 1, and FIG. Is an operation explanatory view, and FIG. 4 is a view showing a structure of an automatic drain valve.

【0018】本例では、図1に示すようにトンネル自動
弁装置は加圧消防用水の送入管21及び噴霧ヘッドへの
送出管22が路面(GL)に対して略水平に配置され、
自動弁10も横置きにされている。そして、本例では、
図1及び図2に示すように、試験時ドレインに消火用水
を流す試験流路23が設けられ、この試験流路23から
下方に分岐してドレインに連通する排水路24が設けら
れている。
In this example, as shown in FIG. 1, in the automatic tunnel valve device, a feed pipe 21 for pressurized fire fighting water and a feed pipe 22 for the spray head are arranged substantially horizontally with respect to the road surface (GL).
The automatic valve 10 is also placed horizontally. And in this example,
As shown in FIGS. 1 and 2, a test flow path 23 for flowing fire-extinguishing water is provided in the drain during the test, and a drain path 24 that branches downward from the test flow path 23 and communicates with the drain is provided.

【0019】本例では、試験流路23と排水路24との
T字形の分岐点にはテスト放水弁15として三方切替弁
が設けられている。この三方切替弁はボール弁で構成す
ることが好適である。したがって、本例では、垂直方向
に配管される試験流路中にテスト放水弁を配置する必要
がなくなり、トンネル自動弁装置の高さ方向寸法を小さ
なものとできる。
In this example, a three-way switching valve is provided as the test water discharge valve 15 at the T-shaped branch point between the test flow path 23 and the drainage path 24. This three-way switching valve is preferably a ball valve. Therefore, in this example, it is not necessary to dispose the test water discharge valve in the test flow path that is piped in the vertical direction, and the size of the automatic tunnel valve device in the height direction can be reduced.

【0020】そして、本例では、この三方切替弁の下向
きのポートに自動排水弁16を直接取り付けるものとし
ている。これにより、自動排水弁が設けられる排水路の
寸法を最短に設定できトンネル自動弁装置の高さ方向寸
法を小さなものとできる。なお、この自動排水弁の構造
は、図4に示した通りであり、従来例で使用したものと
同一である。
In this example, the automatic drain valve 16 is directly attached to the downward port of the three-way switching valve. As a result, the dimension of the drainage channel provided with the automatic drainage valve can be set to the shortest, and the dimension in the height direction of the tunnel automatic valve device can be made small. The structure of this automatic drain valve is as shown in FIG. 4, and is the same as that used in the conventional example.

【0021】さらに、本例ではトンネル自動弁装置に
は、図2に示すように、テスト制水弁11、圧力調整弁
12、パイロット弁13、前記パイロット弁に並列に配
置された手動起動弁14、圧力スイッチ17、止め弁1
8、及びオリフィス19が設けられている。これらの部
材の配置関係は従来例で示したものと同一であるが、本
例では各部材は、図1に示すように高さ方向の装置寸法
がなるべく小さくなるよう配置され配管される。
Further, in this embodiment, the tunnel automatic valve device includes, as shown in FIG. 2, a test water control valve 11, a pressure regulating valve 12, a pilot valve 13, and a manual start valve 14 arranged in parallel with the pilot valve. , Pressure switch 17, stop valve 1
8 and an orifice 19 are provided. The arrangement relationship of these members is the same as that shown in the conventional example, but in this example, the respective members are arranged and piped so that the device dimension in the height direction becomes as small as possible, as shown in FIG.

【0022】次に、上記した実施の形態の作動を説明す
る。試験の基本動作は上述した従来例での作動(1)〜
(5)と略同一であるが、本例では、テスト放水弁15
を作動させたときの作動が従来例と異なる。なお常時
は、テスト放水弁15は自動弁10と自動排水弁16と
を連通する位置(図3(a))にある。このため試験流
路23には加圧水は流れず、自動排水弁16は水圧を受
け閉状態(図4仮想線)となり、排水路24から加圧水
は流れ出ない。
Next, the operation of the above embodiment will be described. The basic operation of the test is the operation (1) to the conventional example described above.
It is almost the same as (5), but in this example, the test water discharge valve 15
The operation when activating is different from the conventional example. Note that the test water discharge valve 15 is normally located at a position where the automatic valve 10 and the automatic drain valve 16 communicate with each other (FIG. 3A). Therefore, the pressurized water does not flow into the test flow path 23, the automatic drain valve 16 receives the water pressure and is in the closed state (the phantom line in FIG. 4), and the pressurized water does not flow out from the drain passage 24.

【0023】試験時には次の操作を行う。 (1)テスト制水弁11のハンドルを回し、全閉にして
ヘッドから放水しないようにする。 (2)テスト放水弁15のレバーを回し、全開状態(図
3(b))にする。これにより試験流路23に加圧水が流
れるようになる。このため試験流路23には圧力が加わ
り、自動排水弁16は水圧を受け閉状態(図4の仮想
線)となり、排水路24から加圧水は流れ出ない。 (3)パイロット弁113を遠隔で開けるか、手動起動
弁14を開くかし、圧力調整弁12に1次加圧水を供給
して自動弁10を起動する。自動弁10が起動すると、
弁体が開くことでテスト放水弁15からドレインに加圧
水が流れテスト放水が行われる。この際圧力調整弁12
により2次圧を規定圧力に調整するように自動弁10の
弁体が開閉調整される。 (4)自動弁10の起動によるテスト放水が圧力スイッ
チ17のオン信号から確認できたら、パイロット弁13
を閉じて自動弁10を全閉に戻す。 (5)続いて、テスト放水弁15を閉(図3(b))に
し、テスト制水弁11を開にして点検を終了する。する
と、テスト放水弁15は自動弁10と自動排水弁16と
を連通する位置(図3(a))になり。このため試験流
路23には圧力が加わらず自動排水弁16は水圧を受け
ず開状態(図4の実線)となり、自動弁10の2次側か
ら試験流路23、排水路24までにある消火用水はドレ
インに排水される。
The following operations are performed during the test. (1) Turn the handle of the test water control valve 11 to fully close it so that water will not be discharged from the head. (2) Turn the lever of the test water discharge valve 15 to the fully opened state (Fig. 3 (b)). This allows pressurized water to flow into the test flow path 23. Therefore, pressure is applied to the test flow path 23, the automatic drain valve 16 is closed by receiving water pressure (phantom line in FIG. 4), and pressurized water does not flow out from the drain path 24. (3) Whether the pilot valve 113 is opened remotely or the manual start valve 14 is opened, primary pressurized water is supplied to the pressure adjusting valve 12 to start the automatic valve 10. When the automatic valve 10 is activated,
When the valve body opens, pressurized water flows from the test water discharge valve 15 to the drain, and test water discharge is performed. At this time, the pressure regulating valve 12
Thus, the valve body of the automatic valve 10 is opened and closed so as to adjust the secondary pressure to the specified pressure. (4) When the test water discharge due to the activation of the automatic valve 10 can be confirmed from the ON signal of the pressure switch 17, the pilot valve 13
Is closed and the automatic valve 10 is returned to the fully closed state. (5) Then, the test water discharge valve 15 is closed (FIG. 3B), the test water control valve 11 is opened, and the inspection is completed. Then, the test water discharge valve 15 comes to a position (FIG. 3A) where the automatic valve 10 and the automatic drain valve 16 communicate with each other. For this reason, no pressure is applied to the test flow path 23, the automatic drain valve 16 does not receive water pressure and is in an open state (solid line in FIG. 4), and there are from the secondary side of the automatic valve 10 to the test flow path 23 and the drain path 24. Fire extinguishing water is drained to the drain.

【0024】従って、本例に係るトンネル自動弁装置に
あっては、トンネル自動弁装置の縦方向の寸法を小さい
ものとすることができ、自動排水弁の機能は充分に発揮
される。
Therefore, in the tunnel automatic valve device according to this embodiment, the vertical dimension of the tunnel automatic valve device can be made small, and the function of the automatic drain valve can be sufficiently exhibited.

【0025】尚、本発明のトンネル自動弁装置は、上記
した実施の形態に限定されるものではなく、本発明の要
旨を逸脱しない範囲内において種々変更を加え得ること
は勿論である。
The tunnel automatic valve device of the present invention is not limited to the above-mentioned embodiment, and it goes without saying that various modifications can be made without departing from the scope of the present invention.

【0026】[0026]

【発明の効果】以上、説明したように本発明のトンネル
自動弁装置によれば、同じ機能の自動弁装置であって
も、装置の高さ方向の寸法を小さいものとでき、高さの
低い格納箱に設定できる。
As described above, according to the tunnel automatic valve device of the present invention, even in the automatic valve device having the same function, the size of the device in the height direction can be made small and the height is low. Can be set in the storage box.

【0027】即ち、本発明に係るトンネル自動弁装置に
あっては、本来縦長に構成されている自動弁を横向きに
しているから、トンネル自動弁装置の縦方向の寸法を小
さいものとすることができ、また、自動排水弁は鉛直方
向に設けられるから、自動排水弁装置の機能は充分に発
揮される。
That is, in the tunnel automatic valve device according to the present invention, since the automatic valve which is originally vertically long is oriented horizontally, it is possible to reduce the vertical dimension of the tunnel automatic valve device. In addition, since the automatic drain valve is provided in the vertical direction, the function of the automatic drain valve device is fully exerted.

【0028】また、テスト放水弁を三方切替弁として構
成し、前記試験流路から前記排水路への分岐個所に配置
したトンネル自動弁装置によれば、垂直方向に配管され
る試験流路中にテスト放水弁を配置する必要がなくな
り、トンネル自動弁装置の高さ方向寸法を小さなものと
できる。
Further, according to the tunnel automatic valve device in which the test water discharge valve is configured as a three-way switching valve and is arranged at the branch point from the test flow path to the drainage path, the test flow path is vertically installed in the test flow path. It is not necessary to dispose a test water discharge valve, and the size in the height direction of the automatic tunnel valve device can be reduced.

【0029】さらに、自動排水弁を前記テスト放水弁に
直結したトンネル自動弁装置によれば、自動排水弁が設
けられる排水路の寸法を最短に設定できトンネル自動弁
装置の高さ方向寸法を小さなものとできる。
Further, according to the tunnel automatic valve device in which the automatic drain valve is directly connected to the test water discharge valve, the dimension of the drainage channel provided with the automatic drain valve can be set to the shortest, and the dimension in the height direction of the tunnel automatic valve device is small. Can be something.

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

【図1】本発明に係るトンネル自動弁装置の実施の形態
例を示す正面図である。
FIG. 1 is a front view showing an embodiment of an automatic tunnel valve device according to the present invention.

【図2】図1に示したトンネル自動弁装置の配管図であ
る。
2 is a piping diagram of the tunnel automatic valve device shown in FIG. 1. FIG.

【図3】図1に示したトンネル自動弁装置の作動の状態
を示す図である。
FIG. 3 is a diagram showing an operating state of the tunnel automatic valve device shown in FIG. 1.

【図4】本発明に使用される自動排水弁の構成を示す断
面図である。
FIG. 4 is a cross-sectional view showing the configuration of an automatic drain valve used in the present invention.

【図5】従来のトンネル自動弁装置の配管図である。FIG. 5 is a piping diagram of a conventional tunnel automatic valve device.

【図6】従来のトンネル自動弁装置を示す図であり、
(a)は正面図、(b)は側面図である。
FIG. 6 is a view showing a conventional tunnel automatic valve device,
(A) is a front view and (b) is a side view.

【符号の説明】[Explanation of symbols]

10 自動弁 11 テスト制水弁 12 圧力調整弁 13 パイロット弁 14 手動起動弁 15 テスト放水弁 16 自動排水弁 17 圧力スイッチ 18 止め弁 19 オリフィス 21 送入管 22 送出管 23 試験流路 24 排水路 10 Automatic valve 11 Test water valve 12 Pressure control valve 13 Pilot valve 14 Manual start valve 15 Test water discharge valve 16 Automatic drain valve 17 Pressure switch 18 stop valve 19 Orifice 21 Inlet pipe 22 Delivery pipe 23 Test flow path 24 drainage channels

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 トンネル内に設置され、 圧力調整弁による制御圧を受けて2次圧を規定圧力に調
整する圧力調整機構を備えた自動弁と、 前記自動弁の2次側に配置され、試験時に水噴霧ヘッド
側への加圧水の供給を停止するテスト制水弁と、 定常時に第1位置に切替えられて前記自動弁に加わる水
圧をドレイン側に排出することを禁止し、点検時に第2
位置に切替えられて前記自動弁の2次側をドレインに連
通する試験流路に消火用水を流すテスト放水弁と、 前記試験流路から分岐してドレインに連通する排水路中
に設けられ、弁体として球体が用いられて該球体が鉛直
方向に移動するよう路面に対して縦方向に設けられてお
り、定常時には解放状態であり、試験時には閉塞状態と
なる自動排水弁とを備え水噴霧ヘッドに加圧消火用水を
供給して噴霧させるトンネル自動弁装置において、 前記自動弁を横置きにして自動弁への加圧水の流入流出
方向を路面と略平行とするともに、前記自動排水弁を縦
方向に配置したことを特徴とするトンネル自動弁装置。
1. An automatic valve provided in a tunnel, the automatic valve having a pressure adjusting mechanism for adjusting a secondary pressure to a prescribed pressure by receiving a control pressure from the pressure adjusting valve; and an automatic valve arranged on the secondary side of the automatic valve. A test water control valve that stops the supply of pressurized water to the water spray head side during the test, and prohibition of discharging the water pressure applied to the automatic valve to the drain side when it is switched to the 1st position during steady operation, and the 2nd time during the inspection.
A test water discharge valve that is switched to a position to flow fire extinguishing water to a test flow path that communicates the secondary side of the automatic valve with the drain, and a valve provided in a drainage path that branches from the test flow path and communicates with the drain. A water spray head is provided with an automatic drain valve which uses a sphere as a body and is provided in a vertical direction with respect to the road surface so that the sphere moves vertically, and is in an open state during a steady state and closed during a test. In a tunnel automatic valve device for supplying pressurized fire extinguishing water to and spraying it, the automatic valve is placed horizontally and the inflow and outflow direction of the pressurized water to the automatic valve is substantially parallel to the road surface, and the automatic drain valve is set in the vertical direction. The automatic valve device for tunnels, which is characterized in that
【請求項2】 前記テスト放水弁を三方切替弁として構
成し、前記試験流路から前記排水路への分岐個所に配置
したことを特徴とする請求項1記載のトンネル自動弁装
置。
2. The tunnel automatic valve device according to claim 1, wherein the test water discharge valve is configured as a three-way switching valve, and is arranged at a branch point from the test flow path to the drainage path.
【請求項3】 自動排水弁を前記テスト放水弁に直結し
たことを特徴とする請求項2記載のトンネル自動弁装
置。
3. The tunnel automatic valve device according to claim 2, wherein an automatic drain valve is directly connected to the test water discharge valve.
JP2002038675A 2002-02-15 2002-02-15 Automatic valve system for tunnel Pending JP2003236010A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002038675A JP2003236010A (en) 2002-02-15 2002-02-15 Automatic valve system for tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002038675A JP2003236010A (en) 2002-02-15 2002-02-15 Automatic valve system for tunnel

Publications (1)

Publication Number Publication Date
JP2003236010A true JP2003236010A (en) 2003-08-26

Family

ID=27779928

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002038675A Pending JP2003236010A (en) 2002-02-15 2002-02-15 Automatic valve system for tunnel

Country Status (1)

Country Link
JP (1) JP2003236010A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008029682A (en) * 2006-07-31 2008-02-14 Nohmi Bosai Ltd Drain valve
JP2008101698A (en) * 2006-10-19 2008-05-01 Hochiki Corp Automatic valve device and automatic drain valve
CN109011315A (en) * 2018-09-11 2018-12-18 中国铁路设计集团有限公司 A kind of experimental rig of heavy pressure fine spray system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008029682A (en) * 2006-07-31 2008-02-14 Nohmi Bosai Ltd Drain valve
JP2008101698A (en) * 2006-10-19 2008-05-01 Hochiki Corp Automatic valve device and automatic drain valve
CN109011315A (en) * 2018-09-11 2018-12-18 中国铁路设计集团有限公司 A kind of experimental rig of heavy pressure fine spray system

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