JP3349071B2 - Flow path switching valve device - Google Patents
Flow path switching valve deviceInfo
- Publication number
- JP3349071B2 JP3349071B2 JP23702497A JP23702497A JP3349071B2 JP 3349071 B2 JP3349071 B2 JP 3349071B2 JP 23702497 A JP23702497 A JP 23702497A JP 23702497 A JP23702497 A JP 23702497A JP 3349071 B2 JP3349071 B2 JP 3349071B2
- Authority
- JP
- Japan
- Prior art keywords
- valve
- water
- main
- pressure
- storage tank
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 185
- 238000004891 communication Methods 0.000 claims description 16
- 238000005192 partition Methods 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 2
- 239000008399 tap water Substances 0.000 description 3
- 235000020679 tap water Nutrition 0.000 description 3
- 230000007423 decrease Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Landscapes
- Safety Valves (AREA)
- Multiple-Way Valves (AREA)
Description
【0001】[0001]
【発明の属する技術分野】この発明は、地震災害時など
に用いられる非常用貯水槽と水道本管とを接続する管路
等に設置して、それぞれの流路の変更を行う流路切換弁
装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a flow path switching valve which is installed in a pipe connecting an emergency water storage tank and a water main pipe used in an earthquake disaster or the like to change respective flow paths. It concerns the device.
【0002】[0002]
【従来の技術】従来より、例えば地震等の災害発生時に
地域住民の生活水を確保したり、消火用水などとするた
めに、道路や校庭あるいは公園の地下等に非常用貯水槽
(タンク)が埋設されている。2. Description of the Related Art Conventionally, an emergency water storage tank (tank) is provided in a basement of a road, a school yard, or a park, for example, in order to secure living water for local residents in the event of a disaster such as an earthquake, or to provide water for fire extinguishing. It is buried.
【0003】この非常用貯水槽設備は、一般に、図5に
示すように、水道本管Sにバイパス管Pを設けて、その
バイパス管Pに貯水タンク(槽)Tを介設し、バイパス
管Pの流出入側にそれぞれ緊急遮断弁1、1を設けると
ともに、バイパス管Pの間の水道本管Sに緊急開放弁2
を設けたものである。図中、3は消火栓、4は手動ポン
プ、5は空気弁である。[0003] In this emergency water storage tank equipment, generally, as shown in FIG. 5, a bypass pipe P is provided in a water main pipe S, a water storage tank (tank) T is provided in the bypass pipe P, and a bypass pipe P is provided. Emergency shut-off valves 1 and 1 are provided on the outflow and inflow side of P, respectively, and an emergency open valve 2 is installed in the water main S between the bypass pipes P.
Is provided. In the figure, 3 is a fire hydrant, 4 is a manual pump, and 5 is an air valve.
【0004】そして、平常時は、緊急遮断弁1、1を開
放し、緊急開放弁2を閉じ、水をa、b、c、dの矢印
のごとく流して、貯水タンクT内に貯水するとともに、
その貯水タンクT内に水が停滞しないようにして腐敗を
防止している。一方、地震等の非常時(緊急時)には、
緊急遮断弁1、1を閉じ、緊急開放弁2を開放し、水道
本管Sの流れを確保するとともに、貯水タンクTを水道
本管Sから断ち切って、サイホン現象による貯水タンク
Tからの水の流出を防ぎ、その水を確保する。In normal times, the emergency shutoff valves 1 and 1 are opened, the emergency release valve 2 is closed, and water flows as indicated by arrows a, b, c and d to store water in the water storage tank T. ,
Rotation is prevented by preventing water from stagnating in the water storage tank T. On the other hand, in an emergency (emergency) such as an earthquake,
The emergency shutoff valves 1 and 1 are closed, the emergency release valve 2 is opened, the flow of the water main S is secured, the water storage tank T is cut off from the water main S, and the water from the water storage tank T due to the siphon phenomenon is generated. Prevent runoff and secure water.
【0005】この非常用貯水槽設備において、上記緊急
遮断弁1、緊急開放弁2を、水道本管Sの水圧でもって
制御する技術が種々に開発されており、例えば、登録実
用新案第3018335号公報にその一例が開示されて
いる。また、その同様な従来技術として、図6に示すよ
うに、緊急遮断弁1及び緊急開放弁2に2個のパイロッ
ト弁6、7を付設したものがある。In this emergency water storage tank facility, various techniques for controlling the emergency shutoff valve 1 and the emergency release valve 2 by the water pressure of the water main S have been developed. For example, Japanese Utility Model No. 3018335. The gazette discloses one example. Further, as a similar prior art, as shown in FIG. 6, there is an emergency shutoff valve 1 and an emergency release valve 2 provided with two pilot valves 6,7.
【0006】その従来技術は、例えば緊急遮断弁1の場
合について説明すると、バイパス管Pに介設した緊急遮
断弁1に2個の復帰用及び遮断用パイロット弁6、7が
付設され、そのパイロット弁6、7へは緊急遮断弁1の
上流側からパイロット管tを介して導圧されている。各
パイロット弁6、7は、それぞれダイヤフラム6a、7
a、そのダイヤフラムを押すばね6b、7b、ダイヤフ
ラムに弁棒を介して連動する弁体6c、7c及びその弁
座6d、7dなどから成る。In the prior art, for example, in the case of an emergency shutoff valve 1, two emergency return and shutoff pilot valves 6, 7 are attached to the emergency shutoff valve 1 interposed in a bypass pipe P, and the pilot The pressure is guided to the valves 6 and 7 from the upstream side of the emergency cutoff valve 1 via the pilot pipe t. Each pilot valve 6, 7 is provided with a diaphragm 6a, 7 respectively.
a, springs 6b and 7b for pressing the diaphragm, valve bodies 6c and 7c interlocked with the diaphragm via a valve rod, and valve seats 6d and 7d.
【0007】そして、水道圧が所要圧以上である平常時
は、図6(a)に示すように、両パイロット弁6、7は
その水道圧が印加され、ダイヤフラム6a、7aはばね
6b、7bを圧縮状態で、弁体6cは弁座6dから離れ
るとともに弁体7cが弁座7dに圧接して緊急遮断弁1
のシリンダ弁81aに水道圧を印加しない。このため、
シリンダ弁81aは、その内外圧がP1 >P2 となり、
弁座12から離れて、遮断弁1は開放状態となってい
る。In normal times when the tap water pressure is equal to or higher than the required pressure, as shown in FIG. 6A, the tap water pressure is applied to both pilot valves 6, 7, and the diaphragms 6a, 7a are connected to springs 6b, 7b. In a compressed state, the valve element 6c moves away from the valve seat 6d, and the valve element 7c presses against the valve seat 7d, so that the emergency shut-off valve 1
No tap water pressure is applied to the cylinder valve 81a. For this reason,
Cylinder valve 81a, the inner external pressure P 1> P 2, and the
Apart from the valve seat 12, the shut-off valve 1 is open.
【0008】一方、地震等により、水道圧が低下してば
ね6b、7bの付勢力より低くなると、同図(b)に示
すように、両パイロット弁6、7は、ばね6b、7bの
付勢力により、その弁体6cが弁座6dに当接するとと
もに、弁体7cは弁座7dから離れて、水道圧がシリン
ダ81内に印加される(P1 ≒P2 )。このとき、緊急
遮断弁1の弁座径D1 とシリンダ81の径D2 にはD1
<D2 の関係があり、π/4・D1 2・P1 <π/4・D
2 2・P2 +W(シリンダ弁81aの重量)となるため、
シリンダ弁81aは弁座82に当接して管路Pを閉じ
る。On the other hand, when the water pressure drops due to an earthquake or the like and becomes lower than the urging force of the springs 6b, 7b, as shown in FIG. 1B, the pilot valves 6, 7 are attached to the springs 6b, 7b. By the force, the valve body 6c contacts the valve seat 6d, the valve body 7c is separated from the valve seat 7d, and the water pressure is applied to the cylinder 81 (P 1 ≒ P 2 ). In this case, the diameter D 2 of the emergency shut-off valve 1 of the valve seat diameter D 1 and the cylinder 81 D 1
<There is relationship D 2, π / 4 · D 1 2 · P 1 <π / 4 · D
2 2 · P 2 + W (weight of the cylinder valve 81a)
The cylinder valve 81a contacts the valve seat 82 to close the pipe P.
【0009】管路Pの水圧が戻り、上記設定圧以上とな
れば、ダイヤフラム6a、7aが上方に撓み、同図
(a)に示す状態に自動的に復帰する。When the water pressure in the pipe P returns and becomes equal to or higher than the set pressure, the diaphragms 6a and 7a bend upward and automatically return to the state shown in FIG.
【0010】[0010]
【発明が解決しようとする課題】しかしながら、上記の
ような流路切換弁装置では、遮断弁1の動作が全開・全
閉のON−OFF動作であるので、自動復帰時に貯水タ
ンクTが空になっていると、貯水タンクT内に大気放水
の場合と同様に、大量の水が一時に流れ込んで水道本管
Sの流量が急変し、その内部の赤錆が流れ出し、いわゆ
る赤水が発生するという問題があった。However, in the above-described flow path switching valve device, the operation of the shut-off valve 1 is a fully open / fully closed ON-OFF operation. In this case, a large amount of water flows into the water storage tank T at once, causing a sudden change in the flow rate of the water main S, red rust inside the water, and so-called red water is generated. was there.
【0011】そこで、この発明は、自動復帰型の流路切
換弁装置において、自動復帰時の流量の急激な変化に伴
う赤水の発生を防止することを課題とする。Accordingly, an object of the present invention is to prevent the generation of red water due to a rapid change in the flow rate at the time of automatic return in an automatic return type flow path switching valve device.
【0012】[0012]
【課題を解決するための手段】上記課題を解決するため
に、請求項1記載の発明は、水道本管に非常用貯水槽を
介設したバイパス管を設け、その水道本管とバイパス管
の間に、その連通を開閉して、水道本管の流れをバイパ
ス管を通した状態と通さない状態にする主弁を設けた非
常用貯水槽設備において、上記主弁に圧力感知式パイロ
ット弁を付設し、上記貯水槽側の水圧をそのパイロット
圧として、前記パイロット弁により前記主弁を動作させ
るようにするとともに、上記主弁の水道本管側と貯水槽
側とを差圧作動弁を介設した充水管で連結し、前記差圧
作動弁を、水道本管側と貯水槽側の水圧差が設定差圧以
下の範囲にあるときは閉止状態を維持し、水道本管側の
水圧が貯水槽側の水圧よりも設定差圧以上に大きくなる
と開放するようにしたのである。In order to solve the above-mentioned problems, the invention according to claim 1 is provided with a bypass pipe provided with an emergency water storage tank in the water main pipe, and the water main pipe and the bypass pipe are connected to each other. In the meantime, in an emergency water storage tank facility provided with a main valve that opens and closes the communication so that the flow of the water main pipe does not pass through the bypass pipe, and a pressure sensing pilot valve as the main valve, The main valve is operated by the pilot valve using the water pressure on the water storage tank side as its pilot pressure, and the water main pipe side of the main valve and the water storage tank side are connected via a differential pressure actuation valve. When the water pressure difference between the water main and the water tank is within the range of the set differential pressure, the closed state is maintained, and the water pressure on the water main is reduced. Open the tank when it becomes larger than the set pressure difference from the water pressure on the water tank side. Than it was.
【0013】この流路切換弁装置を装備した非常用貯水
槽設備では、貯水槽側の水圧が低い状態で非常時から復
帰する際、水道本管側の水圧が上昇し、貯水槽側との水
圧差が差圧作動弁の設定差圧を越えると、主弁が水道本
管とバイパス管との間を遮断したままで差圧作動弁が開
き、充水管を介して貯水槽へ徐々に充水され、貯水槽側
の水圧がパイロット弁の設定圧に達すると、主弁が作動
して水道本管の流れがバイパス管へ導かれるため、水道
本管の流量が急激に変化することがない。In the emergency water storage tank equipment equipped with this flow path switching valve device, when returning from an emergency with the water pressure on the water storage tank side being low, the water pressure on the water main pipe side rises, and the water pressure on the water storage tank side increases. When the water pressure difference exceeds the set differential pressure of the differential pressure operated valve, the differential pressure operated valve opens with the main valve shut off between the water main pipe and the bypass pipe, and gradually fills the water storage tank via the water filling pipe. When the water pressure in the water tank reaches the set pressure of the pilot valve, the main valve operates and the flow of the water main is guided to the bypass pipe, so that the flow rate of the water main does not change suddenly. .
【0014】請求項2記載の発明は、上記パイロット弁
の作動圧及び差圧作動弁の作動差圧をそれぞれ調整可能
としたものである。According to a second aspect of the present invention, the operating pressure of the pilot valve and the operating differential pressure of the differential pressure operating valve are each adjustable.
【0015】このようにすると、非常時における貯水槽
の遮断圧力及び復帰時における貯水槽への充水開始圧力
を変化させることができる。[0015] With this configuration, it is possible to change the shutoff pressure of the water storage tank in an emergency and the pressure at which the water storage tank is filled with water at the time of return.
【0016】請求項3記載の発明は、上記充水管に、差
圧作動弁と主弁の水道本管側との間に位置する手動弁を
介設したものである。According to a third aspect of the present invention, a manual valve located between the differential pressure actuated valve and the main water pipe side of the main valve is provided in the water filling pipe.
【0017】この場合、手動弁を閉じることにより上記
充水機能を停止させ、手動復帰型として使用できる。ま
た、手動弁を閉じた状態では、差圧作動弁に水道本管側
からの水圧が作用しないので、差圧作動弁のメンテナン
スを行うことができる。In this case, the above-mentioned water filling function is stopped by closing the manual valve, and it can be used as a manual return type. Further, when the manual valve is closed, the water pressure from the water main does not act on the differential pressure operated valve, so that the differential pressure operated valve can be maintained.
【0018】請求項4記載の発明は、上記主弁を下記の
構成(A)とし、その主弁の第1、第4ポートにバイパ
ス管又は水道本管、第2、第3ポートに水道本管又はバ
イパス管を接続し、主弁の下記シリンダ内のピストンを
上記パイロット弁を介しての上記パイロット圧の印加に
よって動かすようにしたものである。According to a fourth aspect of the present invention, the main valve has the following configuration (A), and the first and fourth ports of the main valve are bypass pipes or water mains, and the second and third ports are water mains. A pipe or a bypass pipe is connected, and a piston in a cylinder below the main valve is moved by applying the pilot pressure through the pilot valve.
【0019】構成(A)「弁箱内に同一軸上をスライド
する弁棒を設け、この弁棒を横切る仕切壁をその弁棒の
軸方向の3個所に設けて、前記弁箱内を前記軸方向に順
々に第1、第2、第3、第4の4室に分割し、その各室
にそれぞれポートを形成し、前記各仕切壁に前記弁棒が
貫通する連通孔を形成して、前記第1室と第2室の連通
孔周縁に第1弁座、第2室と第3室の連通孔周縁に第2
弁座、第3室と第4室の連通孔周縁に第3弁座をそれぞ
れ設け、前記弁棒には前記各弁座に接離してその連通孔
を開閉する弁体をそれぞれ設けて、その各弁体は、第1
及び第3弁座に当接する際、第2弁座から離れ、第2弁
座に当接する際には第1及び第3弁座から離れるように
なっており、前記弁箱に上記弁棒が挿入されたシリンダ
を設けるとともに、このシリンダ内に、弁棒に連動した
ピストンを設ける」。Configuration (A) "A valve rod that slides on the same axis is provided in a valve box, and partition walls that cross the valve rod are provided at three axial positions of the valve rod. First, second, third, and fourth chambers are sequentially divided in the axial direction, ports are formed in the respective chambers, and communication holes through which the valve stem penetrates are formed in the partition walls. A first valve seat is provided on the periphery of the communication hole between the first chamber and the second chamber, and a second valve seat is provided on the periphery of the communication hole between the second chamber and the third chamber.
A third valve seat is provided on the periphery of the communication hole of the valve seat, the third chamber and the fourth chamber, and a valve body is provided on the valve rod to open and close the communication hole by coming into contact with and separating from the valve seat. Each valve element is the first
And when it comes into contact with the third valve seat, it separates from the second valve seat, and when it comes into contact with the second valve seat, it separates from the first and third valve seats. Provide an inserted cylinder and a piston in the cylinder that is linked to the valve stem. "
【0020】主弁をこのような構成とすると、その弁棒
の軸方向の移動によって流路切換が行われるので、複数
の遮断弁や開放弁を設ける必要もなく、構造の簡素化を
図ることができる。When the main valve is configured as described above, the flow path is switched by the axial movement of the valve rod, so that there is no need to provide a plurality of shutoff valves and open valves, and the structure can be simplified. Can be.
【0021】[0021]
【発明の実施の形態】以下、この発明の実施形態を添付
図面に基づいて説明する。図1に示す流路切換弁装置
は、主弁V1 として4方口切換弁を使用した自動復帰型
のものである。Embodiments of the present invention will be described below with reference to the accompanying drawings. Flow path switching valve device shown in FIG. 1 is of the automatic recovery using 4 Kataguchi switching valve as the main valve V 1.
【0022】この主弁V1 において、10は弁箱であっ
て、第1ポート(口)11aと第2ポート(口)11b
を有する一方の分割体10aと、第3ポート(口)11
cと第4ポート(口)11dを有する他方の分割体10
bと、一方の分割体10aの蓋10cとから成り、両分
割体10aと10b、一方の分割体10aと蓋10cは
それぞれパッキング(シール)12を介在してボルト1
3により一体化されている。ボルト13は周囲適宜位置
に設ける。[0022] In this main valve V 1, 10 is a valve box, the first port (mouth) 11a and the second port (mouth) 11b
Divided body 10a having a third port (mouth) 11
c and the other divided body 10 having the fourth port (mouth) 11d
b, and a lid 10c of one of the divided bodies 10a. The two divided bodies 10a and 10b, and the one of the divided bodies 10a and the lid 10c are each provided with a bolt 1 with a packing (seal) 12 interposed therebetween.
3 are integrated. Bolts 13 are provided at appropriate positions around the periphery.
【0023】弁箱10の中央には弁棒14が挿入され、
この弁棒14は蓋10cと他方の分割体10b底面の軸
受15a、15bによって、その軸方向に移動自在に支
持されている。また、弁箱10内は、弁棒14を横切る
仕切り壁16a、16b、16cが設けられて、第1ポ
ート11aの第1室17a、第2ポート11bの第2室
17b、第3ポート11cの第3室17c、第4ポート
11dの第4室17dの4室に分割されている。A valve rod 14 is inserted into the center of the valve box 10.
The valve stem 14 is supported movably in the axial direction by bearings 15a and 15b on the bottom surface of the lid 10c and the other divided body 10b. In the valve box 10, partition walls 16a, 16b, 16c are provided to cross the valve rod 14, and the first chamber 17a of the first port 11a, the second chamber 17b of the second port 11b, and the third chamber 11b of the third port 11c are provided. It is divided into four chambers of a third chamber 17c and a fourth chamber 17d of a fourth port 11d.
【0024】各仕切壁16a、16b、16cには弁棒
14が貫通する連通孔18a、18b、18cが形成さ
れて、その孔18a、18b、18cの周縁が第1、第
2、第3弁座19a、19b、19cとなっている。弁
棒14にはその弁座19a、19b、19cに接離する
弁体20a、20bが設けられており、同図実線に示す
ように、下側の弁体20bが第2弁座19bに当接して
いるときには、上側の弁体20aは第1弁座19aから
離れ、同図鎖線に示すように、下側の弁体20bが第2
弁座19bから離れて第3弁座19cに当接すると、上
側の弁体20aは第1弁座19aに当接するようになっ
ている。弁体20a、20bの弁座19a、19b、1
9cとの当接面にはシール21を設けて水密を確保す
る。The partition walls 16a, 16b, 16c are formed with communication holes 18a, 18b, 18c through which the valve rod 14 penetrates, and the peripheral edges of the holes 18a, 18b, 18c are first, second, and third valves. The seats are 19a, 19b, and 19c. The valve stem 14 is provided with valve bodies 20a, 20b which are in contact with and separate from the valve seats 19a, 19b, 19c, and as shown by the solid line in the figure, the lower valve body 20b is in contact with the second valve seat 19b. When in contact with each other, the upper valve body 20a is separated from the first valve seat 19a, and the lower valve body 20b is
The upper valve body 20a comes into contact with the first valve seat 19a when it comes away from the valve seat 19b and comes into contact with the third valve seat 19c. Valve seats 19a, 19b, 1 of the valve bodies 20a, 20b
A seal 21 is provided on the contact surface with 9c to ensure watertightness.
【0025】弁箱10の蓋10cの上部は筒状となっ
て、その筒状部に有蓋筒がねじ込まれてシリンダ22が
形成されており、このシリンダ22内に弁棒14の上端
が挿入されて、その端にピストン23が固着されてい
る。このピストン23はばね24によって下方に押され
ている。The upper portion of the lid 10c of the valve box 10 is cylindrical, and a cylinder with a cover is screwed into the cylindrical portion to form a cylinder 22, into which the upper end of the valve rod 14 is inserted. The piston 23 is fixed to the end. This piston 23 is pushed downward by a spring 24.
【0026】この主弁V1 では、下側の弁体20bが、
第1弁座19a(連通孔18a)及び第2弁座19b
(連通孔18b)を通り抜け得る大きさのため、蓋10
cを外すと、弁棒14、各弁体20a、20b、弁座シ
ートを弁箱10内から取り出すことができ、シートの交
換など、メンテナンスが非常に簡単である。[0026] In the main valve V 1, the lower side of the valve body 20b,
First valve seat 19a (communication hole 18a) and second valve seat 19b
(The communication hole 18b), the cover 10
When c is removed, the valve stem 14, each of the valve bodies 20a and 20b, and the valve seat can be taken out of the valve box 10, and maintenance such as replacement of the seat is very simple.
【0027】上記主弁V1 にはパイロット管25を介し
てパイロット弁V2 が付設されており、パイロット管2
5の両弁V1 V2 間には手動弁27a、27bが介設さ
れている。なお、通常、一方の手動弁27aは開放さ
れ、他方の手動弁27bは閉じている。The main valve V 1 is provided with a pilot valve V 2 via a pilot pipe 25.
Manual valve 27a in between both valve V 1 V 2 of 5, 27b are interposed. Normally, one manual valve 27a is open and the other manual valve 27b is closed.
【0028】パイロット弁V2 は、第1、第2、第3、
第4の4個のポート31a、31b、31c、31dを
有し、第4ポート31dを介してシリンダ32に作用す
るパイロット圧及びばね33の押圧力によりダイヤフラ
ム34を上下させ、その上下動に伴い弁体35を第1弁
座36a及び第2弁座36bに選択的に接離させ、第1
ポート31aと第2ポート31bまたは第3ポート31
cとのいずれかが連通するように流路を切り換える圧力
感知式の三方弁であり、その作動圧はばね33の上方に
ねじ込まれたボルト37を回転させることにより調整で
きる。The pilot valve V 2 has first, second, third,
It has fourth four ports 31a, 31b, 31c, 31d, and the diaphragm 34 is moved up and down by the pilot pressure acting on the cylinder 32 and the pressing force of the spring 33 via the fourth port 31d. The valve body 35 is selectively brought into and out of contact with the first valve seat 36a and the second valve seat 36b,
Port 31a and second port 31b or third port 31
(c) is a pressure sensing type three-way valve that switches the flow path so as to communicate with any one of (c) and (c), and its operating pressure can be adjusted by rotating a bolt (37) screwed above the spring (33).
【0029】上記パイロット弁V2 の第1ポート31a
及び第4ポート31dは主弁V1 の第1室17aに接続
されている。第3ポート31cはシリンダ22のばね2
4の反対側に接続され、第2ポート31bは開放してい
る。[0029] The first port 31a of the pilot valve V 2
And the fourth port 31d is connected to the first chamber 17a of the main valve V 1. The third port 31c is the spring 2 of the cylinder 22.
4 and the second port 31b is open.
【0030】上記主弁V1 の第1室17aと第2室17
bとは充水管39で連結され、この充水管39には差圧
作動弁V3 及び手動弁40が介設されている。手動弁4
0は差圧作動弁V3 と第2室17bの間に位置してい
る。The first chamber of the main valve V 1 17a and the second chamber 17
b and is connected with filling of water pipe 39, the differential pressure actuated valve V 3 and the manual valve 40 is interposed in the filling of water pipe 39. Manual valve 4
0 is located between the differential pressure actuated valve V 3 of the second chamber 17b.
【0031】差圧作動弁V3 は、図2に示すように、第
1ポート41a及び第2ポート41bを有する弁箱42
内に弁座43を形成し、この弁座43を貫通する弁棒4
4に弁座43に接離する弁体45を設け、弁箱42にね
じ込んだばね受け46と弁棒44に挿通してナット47
で位置決めしたばね押え48とでばね49を挟み、この
ばね49をばね受け46にねじ込んだ筒状体50で覆
い、ばね49で弁体45を弁座43に接近する方向に付
勢し、両ポート41a、41b間の流路をその圧力差に
より開閉するものであり、ばね49の付勢力をナット4
7を回転させて変化させることにより、その作動差圧を
調整することができる。そして、図1に示すように、各
ポート41a、41bは、それぞれ主弁V1 の第1室1
7a及び第2室17bに接続されている。The differential pressure actuated valve V 3, as shown in FIG. 2, the valve body having a first port 41a and the second port 41b 42
A valve seat 43 is formed therein, and a valve stem 4 penetrating the valve seat 43 is formed.
4 is provided with a valve body 45 which comes into contact with and separates from the valve seat 43, and is inserted through a spring receiver 46 screwed into the valve box 42 and a valve rod 44 to thereby provide a nut 47
The spring 49 is sandwiched between the spring press 48 and the spring press 49 which is positioned in the above. The spring 49 is covered with a cylindrical body 50 screwed into the spring receiver 46, and the valve body 45 is urged by the spring 49 in a direction approaching the valve seat 43. The flow path between the ports 41a and 41b is opened and closed by the pressure difference.
By rotating and changing the pressure 7, the operating differential pressure can be adjusted. Then, as shown in FIG. 1, each port 41a, 41b, the first chamber 1 of each main valve V 1
7a and the second chamber 17b.
【0032】また、差圧作動弁V3 は、図3に示すよう
なものであってもよい。この図に示す差圧作動弁V3 で
は、弁体45が上記図2に示すものとは逆方向から弁座
43に接離し、弁棒44及びばね受け46は省略され、
ばね49が直接弁体45に圧接している。また、ばね押
え48には筒状体50から突出する六角ボルト51が設
けられ、筒状体50の外部において六角ボルト51にナ
ット47がねじ込まれている。この場合、図4に示すよ
うに、第1ポート41aを主弁V1 の第2室17bに、
第2ポート41bを第1室17aに接続する。Further, the differential pressure operated valve V 3 may be as shown in FIG. In the differential pressure actuated valve V 3 shown in this figure, as the valve body 45 is shown in FIG. 2 contact or away from the opposite direction to the valve seat 43, valve stem 44 and spring bearing 46 is omitted,
A spring 49 is in direct pressure contact with the valve body 45. A hexagonal bolt 51 protruding from the tubular body 50 is provided on the spring retainer 48, and a nut 47 is screwed into the hexagonal bolt 51 outside the tubular body 50. In this case, as shown in FIG. 4, the first port 41a to the second chamber 17b of the main valve V 1,
The second port 41b is connected to the first chamber 17a.
【0033】上記流路切換弁装置を上述の非常用貯水槽
設備に使用する場合には、図1に示すように、主弁V1
の第1、第4ポート11a、11dに貯水槽Tを介設し
たバイパス管Pを、第2、第3ポート11b、11cに
水道本管Sをそれぞれ接続する。[0033] When using the flow path switching valve device in emergency reservoir equipment described above, as shown in FIG. 1, the main valve V 1
The first and fourth ports 11a and 11d are connected to a bypass pipe P provided with a water storage tank T, and the second and third ports 11b and 11c are connected to a water main pipe S, respectively.
【0034】この接続状態において、水道本管S内の水
圧に所定の値があり、貯水槽Tも満水の平常時は、主弁
V1 の第1室17aの水圧がパイロット弁V2 のシリン
ダ32内に印加し、同図実線のごとく、ダイヤフラム3
4が上方に撓んで弁体35は第2弁座36bに圧接して
いる。このため、第1ポート31aから第3ポート31
cを介して、水道本管Sの水圧が主弁V1 のシリンダ2
2内に印加し、同図実線のごとく、ピストン23がばね
24を圧縮して上動し(上死点位置)、弁棒14も上方
に位置して、弁体20bが第2弁座19bに当接すると
ともに、弁体20aが第1弁座19aから離れた状態を
維持する。この状態は、第1室17aと第2室17b、
第3室17cと第4室17dが連通したものであり、水
道本管Sの水は、第1ポート11aと第2ポート11b
又は第3ポート11cと第4ポート11d間を流れ、貯
水槽T内を通過して下流側に配水される。このとき、水
道本管S側と貯水槽T側の差圧は非常に低いため、差圧
作動弁V3 の弁体45はばね49により弁座43に圧接
し、充水管39を介して貯水槽Tに充水されることはな
い。[0034] In this connected state, there is a predetermined value in the water pressure in water mains S, even when normal of full capacity water tank T is, water pressure in the first chamber 17a of the main valve V 1 is of the pilot valve V 2 cylinder 32, and as shown by the solid line in FIG.
4 is bent upward, and the valve body 35 is in pressure contact with the second valve seat 36b. Therefore, the first port 31a to the third port 31
through c, the cylinder 2 of the hydraulic main valve V 1 of the mains S
2, the piston 23 compresses the spring 24 and moves upward (top dead center position) as shown by the solid line in the figure, the valve rod 14 is also positioned upward, and the valve body 20b is moved to the second valve seat 19b. , And maintains a state where the valve body 20a is separated from the first valve seat 19a. In this state, the first chamber 17a and the second chamber 17b,
The third chamber 17c and the fourth chamber 17d communicate with each other, and water in the water main S is supplied to the first port 11a and the second port 11b.
Alternatively, the water flows between the third port 11c and the fourth port 11d, passes through the water storage tank T, and is distributed downstream. At this time, since the pressure difference between the water main S and the water storage tank T is very low, the valve body 45 of the differential pressure actuated valve V 3 is pressed against the valve seat 43 by the spring 49 and the water is stored through the water filling pipe 39. The tank T is not charged.
【0035】一方、地震等が生じた非常時には、水道本
管S内の水圧が低下し、それに伴って貯水槽T側の水圧
も低下する。この水圧低下により、同図鎖線に示すよう
に、パイロット弁V2 のダイヤフラム34がばね33に
より下方に撓んで弁体35は第2弁座36bから離れて
第1弁座36aに圧接する。このため、シリンダ22内
は第3ポート31c、第2ポート31bを介して外部に
開放され、主弁V1 において、同図鎖線のごとく、ばね
24によりピストン23が下降し(下死点位置)、弁棒
14も下方に位置して、弁体20bが第2弁座19bか
ら離れて第3弁座19cに当接するとともに、弁体20
aが第1弁座19aに当接する。この状態は、第2室1
7bと第3室17cが連通し、第1、第4室17a、1
7dは第2、第3室17b、17cから遮断されたもの
であり、水道本管Sの水は、第2ポート11bと第3ポ
ート11cの間を流れ、貯水槽T内の水を確保した状態
で下流側に配水される。このとき、差圧作動弁V3 にお
いて、水道本管S側の水圧は低く、貯水槽T側との差圧
は設定差圧以下となっており、弁体45は弁座43に圧
接し、差圧作動弁V3 は閉止されたままである。この閉
止状態は、貯水槽Tがその内部の水が使用されて空にな
っても、水道本管S側の水圧が低い間は維持される。On the other hand, in an emergency such as when an earthquake occurs, the water pressure in the water main S decreases, and the water pressure on the water storage tank T side also decreases accordingly. This water pressure drop, as shown in chain line drawing, the valve body 35 is deflected downward by the diaphragm 34 spring 33 of the pilot valve V 2 is pressed against the first valve seat 36a away from the second valve seat 36b. Therefore, the cylinder 22 is opened to the outside through the third port 31c, the second port 31b, the main valve V 1, as in FIG chain line, the piston 23 is lowered by the spring 24 (bottom dead center position) , The valve stem 14 is also positioned below, so that the valve body 20b separates from the second valve seat 19b and abuts on the third valve seat 19c.
a contacts the first valve seat 19a. This state is the second room 1
7b communicates with the third chamber 17c, and the first and fourth chambers 17a,
7d is the one that is shut off from the second and third chambers 17b and 17c, and the water in the water main S flows between the second port 11b and the third port 11c to secure the water in the water storage tank T. Water is distributed downstream in the state. At this time, in the differential pressure actuated valve V 3 , the water pressure on the water main S side is low, the differential pressure with the water storage tank T side is equal to or less than the set differential pressure, and the valve body 45 is pressed against the valve seat 43, differential pressure actuated valve V 3 remains closed. This closed state is maintained as long as the water pressure on the water main S is low, even when the water in the water tank T is emptied due to the use of the water therein.
【0036】そして、水道本管Sの水圧が上昇して貯水
槽T側との圧力差が差圧作動弁V3の設定差圧以上にな
ると、弁体45はばね49を圧縮して弁座43から離
れ、差圧作動弁V3 が開放状態となり、充水管39を介
して貯水槽Tに充水される。しかし、この装置では、パ
イロット弁V2 のパイロット圧を主弁V1 の貯水槽T側
に位置する第1室17aから採取しているため、貯水槽
T内の水量が回復してパイロット弁V2 の作動圧に達す
るまでの間は、主弁V1 は閉止されたままであり、水道
本管Sの水は、大部分が第2ポート11bと第3ポート
11cの間を流れて下流側に配水される。このように、
貯水槽Tへの充水は、主弁V1 の閉止状態において、充
水管39を介して徐々に行われるため、水道本管Sの流
量が急激に変化することがない。[0036] When the pressure difference between the water pressure is increased the water tank T side of the mains S is the set differential pressure of differential pressure actuated valve V 3, valve body 45 is a valve seat by compressing the spring 49 away from 43, the differential pressure actuated valve V 3 becomes open, is filled with water to a water tank T through the filling of water pipe 39. However, in this apparatus, since the collected pilot pressure of the pilot valve V 2 from the first chamber 17a located reservoir T side of the main valve V 1, the pilot valve V water in the water tank T is restored until reaching the second operating pressure, the main valve V 1 was remains is closed, water mains S is the mostly downstream flows between the second port 11b and third port 11c Water is distributed. in this way,
Filled with water to the water tank T is in the closed state of the main valve V 1, to be done gradually over a filling of water tube 39, never flow water main S abruptly changes.
【0037】その後、貯水槽Tが満水になると、第1室
17aの水圧が上昇し、差圧作動弁V3 は閉止され、パ
イロット弁V2 が上述のごとく作動して、パイロット弁
V2を介してシリンダ22内にその水圧が印加され、そ
の所要の水圧によって、ピストン23が上動されて主弁
V1 が全開になり、同図実線に示す平常状態に復帰す
る。すなわち、水道本管S内の水圧が、何らかの事情に
よって、一時的に低下しても、貯水槽Tへの流水状態に
自動的に復帰する。[0037] Thereafter, when the water tank T is filled with water, the water pressure rises in the first chamber 17a, the differential pressure actuated valve V 3 is closed, the pilot valve V 2 is operated as described above, the pilot valve V 2 via the water pressure is applied to the cylinder 22, by its required water pressure, the piston 23 is moved upward becomes the main valve V 1 is fully opened, to return to the normal state shown in FIG solid. That is, even if the water pressure in the water main S is temporarily reduced for some reason, the state automatically returns to the state of flowing water to the water storage tank T.
【0038】また、非常時における貯水槽Tの遮断圧力
及び復帰時における貯水槽Tへの充水開始圧力は、それ
ぞれパイロット弁V2 のボルト37及び差圧作動弁V3
のナット47を回転させることにより、容易に変化させ
ることができる。ここで、水道本管Sの定常時圧力は、
昼間2.5 kgf/cm2、夜間5.0 kgf/cm2程度であり、
パイロット弁V2 の遮断圧力は1.0〜1.5 kgf/c
m2、差圧作動弁V3 の作動差圧は0.5〜1.0 kgf/c
m2程度とするとよい。また、上記各動作は配水配管内圧
力のみでシーケンス的に行われるので、電気によるシー
ケンス制御を行う必要はない。Further, the shutoff pressure of the water storage tank T in an emergency and the pressure at which the water storage tank T is filled at the time of return are determined by the bolt 37 of the pilot valve V 2 and the differential pressure operating valve V 3, respectively.
By rotating the nut 47 of FIG. Here, the steady-state pressure of the water main S is
Daytime 2.5 kgf / cm 2, a nighttime 5.0 kgf / cm 2 or so,
Cutoff pressure of the pilot valve V 2 is 1.0 to 1.5 kgf / c
m 2, operating differential pressure of the differential pressure actuated valve V 3 is 0.5 to 1.0 kgf / c
or equal to m 2 about. Further, since each of the above operations is performed in sequence only by the pressure in the water distribution pipe, there is no need to perform electric sequence control.
【0039】なお、手動弁40を全閉しておくと、緊急
遮断後、水道本管Sの水圧が上昇しても、主弁V1 は開
放されず、充水管39を介した貯水槽Tへの充水も行わ
れないので、平常状態に自動復帰することはない。この
場合、手動弁40を手動で開放することにより平常状態
に復帰させる手動復帰型として使用できる。When the manual valve 40 is fully closed, the main valve V 1 is not opened even if the water pressure of the water main S increases after the emergency shutoff, and the water tank T via the water filling pipe 39 is not opened. Since the water is not supplied to the tank, it does not automatically return to the normal state. In this case, it can be used as a manual return type that returns to a normal state by manually opening the manual valve 40.
【0040】また、手動弁40を閉じた状態では、差圧
作動弁V3 に水道本管S側からの水圧が作用しないの
で、差圧作動弁V3 のメンテナンスを行うことができ
る。[0040] In the closed state of the manual valve 40, the water pressure from the water main S side to the differential pressure actuating valve V 3 is not applied, it is possible to perform maintenance of the differential pressure actuated valve V 3.
【0041】さらに、非常時には、一方の手動弁27a
を閉じ、他方の手動弁27bを開放することにより、上
記貯水槽Tと水道本管Sとの遮断作用を行うこともでき
る。手動弁27a、27bは電磁弁ともし得る。Further, in an emergency, one of the manual valves 27a
Is closed and the other manual valve 27b is opened, so that the water tank T and the water main S can be shut off. The manual valves 27a, 27b may be electromagnetic valves.
【0042】ところで、図5に示すように、遮断弁1、
1及び開放弁2の3個の弁を用いる場合にも、各弁1、
1、2のパイロット圧を貯水槽T側から採取し、遮断弁
1、1に上述のようなバイパス弁を装備することによ
り、上記4方口切換弁を使用した場合と同様に、貯水槽
Tへの充水を徐々に行って水道本管Sの流量の急激な変
化を抑制する機能を得ることができる。By the way, as shown in FIG.
In the case of using three valves 1 and 2, each valve 1,
The pilot pressures of the water tanks 1 and 2 are collected from the water storage tank T side, and the shutoff valves 1 and 1 are provided with the bypass valves as described above. The function of suppressing the rapid change of the flow rate of the water main S by gradually filling the water with water can be obtained.
【0043】[0043]
【発明の効果】以上のように、この発明に係る流路切換
弁装置によると、貯水槽側の水圧が低い状態で非常時か
ら復帰する際、水道本管側の水圧が上昇し、貯水槽側と
の水圧差が差圧作動弁の設定差圧を越えると、主弁が水
道本管とバイパス管との間を遮断したままで差圧作動弁
が開き、充水管を介して貯水槽へ徐々に充水され、貯水
槽側の水圧がパイロット弁の設定圧に達すると、主弁が
作動して水道本管の流れがバイパス管へ導かれるため、
水道本管の流量が急激に変化することがなく、赤水の発
生が防止される。As described above, according to the flow path switching valve device of the present invention, when returning from an emergency in a state where the water pressure on the water tank is low, the water pressure on the water main is increased, and the water tank is increased. If the water pressure difference between the main valve and the bypass valve exceeds the set differential pressure of the differential pressure operated valve, the differential pressure operated valve opens with the main valve shut off between the water main pipe and the bypass pipe, and the water enters the water storage tank via the water filling pipe. When the water is gradually filled and the water pressure on the water storage tank reaches the set pressure of the pilot valve, the main valve operates and the flow of the water main is guided to the bypass pipe.
The flow rate of the water main does not change suddenly, and the generation of red water is prevented.
【図1】この発明に係る流路切換弁装置の一実施形態の
断面図FIG. 1 is a cross-sectional view of one embodiment of a flow path switching valve device according to the present invention.
【図2】同上の差圧作動弁の断面図FIG. 2 is a cross-sectional view of the differential pressure actuated valve according to the first embodiment.
【図3】差圧作動弁の他の実施形態を示す断面図FIG. 3 is a sectional view showing another embodiment of the differential pressure operated valve.
【図4】同上の差圧作動弁を使用した流路切換弁装置の
断面図FIG. 4 is a cross-sectional view of a flow path switching valve device using the differential pressure operated valve according to the first embodiment;
【図5】非常用貯水槽設備の説明図FIG. 5 is an explanatory view of an emergency water storage tank facility.
【図6】従来例の作用説明図FIG. 6 is a diagram illustrating the operation of a conventional example.
P バイパス管 S 水道本管 T 貯水槽(タンク) V1 主弁 V2 パイロット弁 V3 差圧作動弁 10 弁箱 11a、11b、11c、11d ポート(口) 14 弁棒 16a、16b、16c 仕切壁 17a 第1室 17b 第2室 17c 第3室 17d 第4室 18a、18b、18c 連通孔 19a 第1弁座 19b 第2弁座 19c 第3弁座 20a、20b 弁体 22 シリンダ 23 ピストン 24 ばね 25 パイロット管 39 充水管 40 手動弁P bypass pipe S mains T reservoir (tank) V 1 main valve V 2 pilot valve V 3 differential pressure actuated valve 10 valve body 11a, 11b, 11c, 11d port (mouth) 14 valve stem 16a, 16b, 16c partition Wall 17a First chamber 17b Second chamber 17c Third chamber 17d Fourth chamber 18a, 18b, 18c Communication hole 19a First valve seat 19b Second valve seat 19c Third valve seat 20a, 20b Valve 22 Cylinder 23 Piston 24 Spring 25 Pilot pipe 39 Filling pipe 40 Manual valve
フロントページの続き (56)参考文献 特開 平8−226553(JP,A) 特開 平9−196212(JP,A) 特開 平9−32963(JP,A) 特開 平4−102780(JP,A) 実開 昭49−105956(JP,U) 実開 平5−96661(JP,U) 実開 平4−73667(JP,U) 実開 平4−49274(JP,U) 実開 平6−59673(JP,U) (58)調査した分野(Int.Cl.7,DB名) F16K 11/00 - 11/24 F16K 17/00 - 17/168 F16K 17/36 F16K 31/12 - 31/42 E03B 7/00 Continuation of the front page (56) References JP-A-8-226553 (JP, A) JP-A-9-196212 (JP, A) JP-A-9-32963 (JP, A) JP-A-4-102780 (JP) , A) Japanese Utility Model Showa 49-105956 (JP, U) Japanese Utility Model Hei 5-96661 (JP, U) Japanese Utility Model Utility Model 4-73667 (JP, U) Japanese Utility Model Utility Model 4-49274 (JP, U) Japanese Utility Model Utility Model 6-59673 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) F16K 11/00-11/24 F16K 17/00-17/168 F16K 17/36 F16K 31/12-31 / 42 E03B 7/00
Claims (4)
バイパス管Pを設け、その水道本管Sとバイパス管Pの
間に、その連通を開閉して、水道本管Sの流れをバイパ
ス管Pを通した状態と通さない状態にする主弁V1 を設
けた非常用貯水槽設備において、 上記主弁V1 に圧力感知式パイロット弁V2 を付設し、
上記貯水槽T側の水圧をそのパイロット圧として、前記
パイロット弁V2 により前記主弁V1 を動作させるよう
にするとともに、上記主弁V1 の水道本管S側と貯水槽
T側とを差圧作動弁V3 を介設した充水管39で連結
し、前記差圧作動弁V3 を、水道本管S側と貯水槽T側
の水圧差が設定差圧以下の範囲にあるときは閉止状態を
維持し、水道本管S側の水圧が貯水槽T側の水圧よりも
設定差圧以上に大きくなると開放するようにしたことを
特徴とする非常用貯水槽設備における流路切換弁装置。1. A bypass pipe P having an emergency water storage tank T interposed therebetween is provided in a water main pipe S, and its communication is opened and closed between the water main pipe S and the bypass pipe P so that the water main pipe S can be opened and closed. in emergency water tank equipment in which a main valve V 1 to a state impervious state through the bypass pipe P flows, and attaching a pressure sensitive pilot valve V 2 to the main valve V 1,
Using the water pressure on the water storage tank T side as its pilot pressure, the main valve V 1 is operated by the pilot valve V 2 , and the water main S side of the main valve V 1 and the water storage tank T side are connected. connected with filling of water pipe 39 which is interposed a differential pressure actuated valve V 3, the differential pressure actuated valve V 3, when the pressure difference between the water main S side and the water tank T side is in the range of under set differential pressure or is A flow path switching valve device in an emergency water storage tank facility, wherein a closed state is maintained, and when the water pressure on the water main pipe S side becomes higher than the water pressure on the water storage tank T side by more than a set differential pressure, it is opened. .
作動弁V3 の作動差圧をそれぞれ調整可能としたことを
特徴とする請求項1に記載の非常用貯水槽設備における
流路切換弁装置。2. A channel switching in emergency reservoir facility according to claim 1, characterized in that a respective adjustable hydraulic differential pressure of the hydraulic pressure and the differential pressure actuated valve V 3 of the pilot valve V 2 Valve device.
弁V1 の水道本管S側との間に位置する手動弁40を介
設したことを特徴とする請求項1又は2に記載の非常用
貯水槽設備における流路切換弁装置。To wherein said filling of water pipes 39, claim 1 or, characterized in that interposed a manual valve 40 located between the differential pressure actuated valve V 3 and the water mains S side of the main valve V 1 3. The flow path switching valve device in the emergency water storage tank equipment according to 2.
その主弁V1 の第1、第4ポート11a、11dにバイ
パス管P又は水道本管S、第2、第3ポート11b、1
1cに水道本管S又はバイパス管Pを接続し、主弁V1
の下記シリンダ22内のピストン23を上記パイロット
弁V2 を介しての上記パイロット圧の印加によって動か
すようにしたことを特徴とする請求項1乃至3のいずれ
かに記載の非常用貯水槽設備における流路切換弁装置。
構成(A)「弁箱10内に同一軸上をスライドする弁棒
14を設け、この弁棒14を横切る仕切壁16a、16
b、16cをその弁棒14の軸方向の3個所に設けて、
前記弁箱10内を前記軸方向に順々に第1、第2、第
3、第4の4室17a、17b、17c、17dに分割
し、その各室にそれぞれポート11a、11b、11
c、11dを形成し、前記各仕切壁に前記弁棒14が貫
通する連通孔18a、18b、18cを形成して、前記
第1室17aと第2室17bの連通孔18a周縁に第1
弁座19a、第2室17bと第3室17cの連通孔18
b周縁に第2弁座19b、第3室17cと第4室17d
の連通孔18c周縁に第3弁座19cをそれぞれ設け、
前記弁棒14には前記各弁座に接離してその連通孔を開
閉する弁体20a、20bをそれぞれ設けて、その各弁
体は、第1及び第3弁座19a、19cに当接する際、
第2弁座19bから離れ、第2弁座19bに当接する際
には第1及び第3弁座19a、19cから離れるように
なっており、前記弁箱10に上記弁棒14が挿入された
シリンダ22を設けるとともに、このシリンダ22内
に、弁棒14に連動したピストン23を設ける」。The method according to claim 4, wherein said main valve V 1 and the following configurations (A),
The first of the main valve V 1, the fourth port 11a, the bypass pipe 11d P or water mains S, second, third port 11b, 1
Connect the mains S or bypass pipe P to 1c, the main valve V 1
The piston 23 in the following cylinder 22 in the emergency reservoir Arrangement according to any of claims 1 to 3, characterized in that the move by the application of the pilot pressure via the pilot valve V 2 of Flow path switching valve device.
Configuration (A) “A valve rod 14 that slides on the same axis is provided in the valve box 10, and partition walls 16 a and 16 that cross the valve rod 14 are provided.
b, 16c are provided at three axial positions of the valve stem 14,
The inside of the valve box 10 is divided into first, second, third, and fourth four chambers 17a, 17b, 17c, and 17d in the axial direction, and ports 11a, 11b, and 11 are respectively provided in the respective chambers.
c, 11d, and communication holes 18a, 18b, 18c through which the valve rod 14 penetrates are formed in the respective partition walls, and a first hole is formed in the periphery of the communication hole 18a between the first chamber 17a and the second chamber 17b.
Communication hole 18 between valve seat 19a, second chamber 17b and third chamber 17c
b, the second valve seat 19b, the third chamber 17c, and the fourth chamber 17d
The third valve seat 19c is provided on the periphery of the communication hole 18c, respectively.
The valve stem 14 is provided with valve bodies 20a and 20b which contact with and separate from the respective valve seats to open and close the communication holes, and the respective valve bodies are brought into contact with the first and third valve seats 19a and 19c. ,
When separated from the second valve seat 19b and comes into contact with the second valve seat 19b, it is separated from the first and third valve seats 19a and 19c, and the valve rod 14 is inserted into the valve box 10. The cylinder 22 is provided, and a piston 23 interlocked with the valve rod 14 is provided in the cylinder 22. "
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23702497A JP3349071B2 (en) | 1997-09-02 | 1997-09-02 | Flow path switching valve device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23702497A JP3349071B2 (en) | 1997-09-02 | 1997-09-02 | Flow path switching valve device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH1182766A JPH1182766A (en) | 1999-03-26 |
| JP3349071B2 true JP3349071B2 (en) | 2002-11-20 |
Family
ID=17009272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23702497A Expired - Fee Related JP3349071B2 (en) | 1997-09-02 | 1997-09-02 | Flow path switching valve device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3349071B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020060638A (en) * | 2002-05-16 | 2002-07-18 | 이창하 | Structure of piston valve |
| CN106439124A (en) * | 2015-08-12 | 2017-02-22 | 湘潭中基电站辅机制造有限公司 | Multi-functional pressure release valve |
| CN106439133A (en) * | 2015-08-12 | 2017-02-22 | 湘潭中基电站辅机制造有限公司 | Piston type water hammer pressure release valve |
| CN105757303B (en) * | 2016-03-29 | 2018-07-31 | 上海康措流体控制有限公司 | A kind of control pressurer system for aircraft refuelling |
| JP6490724B2 (en) * | 2017-01-19 | 2019-03-27 | 株式会社明和製作所 | Emergency valve device |
-
1997
- 1997-09-02 JP JP23702497A patent/JP3349071B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH1182766A (en) | 1999-03-26 |
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