JPS6123980Y2 - - Google Patents

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Publication number
JPS6123980Y2
JPS6123980Y2 JP1980173567U JP17356780U JPS6123980Y2 JP S6123980 Y2 JPS6123980 Y2 JP S6123980Y2 JP 1980173567 U JP1980173567 U JP 1980173567U JP 17356780 U JP17356780 U JP 17356780U JP S6123980 Y2 JPS6123980 Y2 JP S6123980Y2
Authority
JP
Japan
Prior art keywords
valve
detection
lock
valve body
lock release
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
Application number
JP1980173567U
Other languages
Japanese (ja)
Other versions
JPS5794765U (en
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
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Priority to JP1980173567U priority Critical patent/JPS6123980Y2/ja
Publication of JPS5794765U publication Critical patent/JPS5794765U/ja
Application granted granted Critical
Publication of JPS6123980Y2 publication Critical patent/JPS6123980Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は所定震度以上の地震発生時、または管
路破裂などの異常時に、直ちに管路を自動遮断す
る緊急遮断弁装置の改良に関する。
[Detailed Description of the Invention] The present invention relates to an improvement in an emergency shutoff valve device that automatically shuts off a pipeline immediately in the event of an earthquake of a predetermined seismic intensity or higher, or in the event of an abnormality such as a pipeline rupture.

過去いく度か発生した地震災害から知られるよ
うに、地震発生時に水道施設、特に管路が破裂し
たり、あるいはその接続部が離脱して漏水及びこ
れに伴う断水、さらに二次災害としての人工洪水
などが多々発生する。
As is known from several earthquake disasters that have occurred in the past, when an earthquake occurs, water supply facilities, especially pipes, may rupture or their connections may become detached, leading to water leakage and resulting water outages, as well as secondary disasters caused by man-made disasters. Floods occur frequently.

従来、これらの事態を未然に防止するため所定
震度以上の震度または管路破裂などの異常事態を
所定の検出装置(震度計あるいはオリフイスな
ど)で自動検出し、その検出信号によつて弁体を
自動的に開弁して管路を遮断する緊急遮断弁装置
として種々の構造が知られている。しかし従来の
この種の装置のいずれのものも次に述べるような
欠点がある。
Conventionally, in order to prevent these situations, abnormal situations such as seismic intensity exceeding a predetermined seismic intensity or pipe rupture are automatically detected using a predetermined detection device (seismic intensity meter, orifice, etc.), and the detection signal is used to trigger the valve body. Various structures are known as emergency shutoff valve devices that automatically open to shut off a pipeline. However, all conventional devices of this type have the following drawbacks.

所定震度以上の震度を検出する震度感知方式に
あつては、たとえ地震以外の要因で管路破裂が起
きたとしても所定震度以上のの地震を検出しない
限りは弁体が閉作動せず、管路遮断は行なえな
い。また管路内流速が所定値を超えた時、これを
検出する流速感知方式にあつては、所定震度以上
の地震が起きて危険な状態となつて管路を遮断し
た方が望ましい事態になつても管路破裂などにて
管路内流速が所定値を超えない限り、弁体が閉作
動せず、管路遮断は行なえない。
In the case of seismic intensity sensing methods that detect seismic intensity greater than a predetermined seismic intensity, even if a pipeline ruptures due to a factor other than an earthquake, the valve body will not close unless an earthquake greater than the predetermined seismic intensity is detected, and the pipe will close. Road blocks cannot be performed. In addition, with the flow velocity sensing method that detects when the flow velocity in the pipe exceeds a predetermined value, an earthquake of a predetermined seismic intensity or higher occurs, creating a dangerous situation and making it desirable to shut down the pipe. However, unless the flow velocity in the pipe exceeds a predetermined value due to a pipe rupture or the like, the valve body will not close and the pipe cannot be shut off.

本考案は上記事情に鑑みなされたもので所定震
度以上の地震が発生した時及び水道管路内の流速
変化量が管路破裂などに伴ない所定値を超えた時
のいずれの場合でもそれらを自動検出してその検
出信号により弁体を自動的に閉弁して管路を自動
遮断できるようにした緊急遮断弁装置を提供する
ことを目的とする。
The present invention was developed in view of the above circumstances, and is effective in both cases when an earthquake of a predetermined seismic intensity or higher occurs, or when the amount of change in flow velocity in a water pipe exceeds a predetermined value due to a pipe rupture, etc. It is an object of the present invention to provide an emergency shutoff valve device that can automatically detect and automatically close a valve body based on the detection signal to automatically shut off a pipeline.

以下本考案に係る一実施例を図面に基づいて説
明する。第1図は本考案の緊急遮断弁装置の全体
構成を示す正面図、第2図は第1図の−線矢
視図である。
An embodiment of the present invention will be described below based on the drawings. FIG. 1 is a front view showing the overall configuration of the emergency shutoff valve device of the present invention, and FIG. 2 is a view taken along the - line in FIG. 1.

本考案装置は弁装置1とロツク装置41と、第
1及び第2のロツク解除装置12,23と、第1
及び第2の検出装置11,22とを具備してい
る。
The device of the present invention includes a valve device 1, a locking device 41, first and second unlocking devices 12, 23, and a first locking device 1.
and second detection devices 11 and 22.

弁装置1は弁ケーシング2内に弁体3を弁軸4
を中心と所定角度範囲正逆回動自在に設けてなる
所謂バタフライ弁構造となつている。弁軸4の一
端部には復帰装置5が、他端部には附勢装置50
がそれぞれ設けてある。復帰装置5は弁体3を閉
位置から開位置へ回動復帰させるためのもので、
ハンドル6の回転操作にて復帰作動を行なうもの
である。附勢装置50はウエイト51の位置エネ
ルギーにより弁体3を閉弁方向(第2図中反時計
方向)に回動附勢するためのものである。ウエイ
ト51は弁軸4に一端を固定したウエイトレバー
49の他端に取り付けてある。
A valve device 1 includes a valve body 3 within a valve casing 2 and a valve shaft 4.
It has a so-called butterfly valve structure in which it is rotatable in the forward and reverse directions within a predetermined angular range around the center. A return device 5 is provided at one end of the valve shaft 4, and an energizing device 50 is provided at the other end.
are provided for each. The return device 5 is for rotating and returning the valve body 3 from the closed position to the open position.
The return operation is performed by rotating the handle 6. The energizing device 50 is used to rotationally energize the valve body 3 in the valve closing direction (counterclockwise in FIG. 2) using the potential energy of the weight 51. The weight 51 is attached to the other end of a weight lever 49 whose one end is fixed to the valve shaft 4.

ロツク装置41は附勢装置50の附勢力に抗し
て弁体3を全開状態にロツク保持するもので、弁
ケーシング2外面の取付板7に取り付けてある。
ロツク装置41は相互に係脱自在に係合する第1
乃至第6のレバー42……47を有する多段てこ
機構よりなる。第1のレバー42には、係止用ア
ーム48が係脱自在に係合するもので、係止用ア
ーム48は弁軸4の他端部に固定してある。第6
のレバー47は第1及び第2のロツク解除装置1
2,23に連結してある。
The locking device 41 locks and holds the valve body 3 in a fully open state against the biasing force of the biasing device 50, and is attached to the mounting plate 7 on the outer surface of the valve casing 2.
The locking device 41 includes first locking devices that are removably engaged with each other.
It consists of a multistage lever mechanism having sixth levers 42 to 47. A locking arm 48 is detachably engaged with the first lever 42, and the locking arm 48 is fixed to the other end of the valve shaft 4. 6th
The lever 47 is connected to the first and second lock release devices 1.
It is connected to 2 and 23.

第1のロツク解除装置12は所定震度以上の地
震発生時にロツク装置41のロツク保持状態を解
除する。第2のロツク解除装置23は管路破裂等
に伴ない管路内流速の変化量が所定設定値を超え
た時に、ロツク装置41のロツク保持状態を解除
する。
The first lock release device 12 releases the lock state of the lock device 41 when an earthquake of a predetermined seismic intensity or greater occurs. The second lock release device 23 releases the lock state of the lock device 41 when the change in the flow velocity in the pipeline exceeds a predetermined set value due to a pipeline rupture or the like.

第1のロツク解除装置12は電磁ソレノイド1
3よりなり、そのプランジヤ14の外端部が第1
のリンク片15を介して前記第6のレバー47に
連結してある。第1のリンク片15は長孔16を
有しての一端部がプランジヤ14にピン17にて
回動自在に連結してある。第1のリンク片15の
長孔16内に第6のレバー47の一側面に突設し
たピン18が遊嵌してある。
The first lock release device 12 is an electromagnetic solenoid 1
3, the outer end of the plunger 14 is the first
It is connected to the sixth lever 47 via a link piece 15 . The first link piece 15 has an elongated hole 16 and one end thereof is rotatably connected to the plunger 14 by a pin 17. A pin 18 protruding from one side of the sixth lever 47 is loosely fitted into the elongated hole 16 of the first link piece 15 .

第2のロツク解除装置23は差圧シリンダ31
よりなり、そのピストンロツド32の両端は差圧
シリンダ31外方に延出している。ピストンロツ
ド32の一端(下端)は第2のリンク片33を介
して第6のレバー47に連結してある。第2のリ
ンク片33は第1のリンク片15と同構成で長孔
34を有し、その一端が差圧シリンダ31のピス
トンロツド32下端にピン35にて回動自在に連
結してある。第2のリンク片33の長孔34内に
第6のレバー47の他側面に突設したピン18が
遊嵌してある。
The second unlocking device 23 is a differential pressure cylinder 31
Both ends of the piston rod 32 extend outward from the differential pressure cylinder 31. One end (lower end) of the piston rod 32 is connected to a sixth lever 47 via a second link piece 33. The second link piece 33 has the same structure as the first link piece 15 and has a long hole 34, and one end thereof is rotatably connected to the lower end of the piston rod 32 of the differential pressure cylinder 31 by a pin 35. A pin 18 protruding from the other side of the sixth lever 47 is loosely fitted into the elongated hole 34 of the second link piece 33 .

なお、上記双方のリンク片15,33に設けら
れている長孔16,34の作用により電磁ソレノ
イド13および差圧シリンダ31の作動が互いに
制約を受けずに独立した動作ができるようになつ
ている。
In addition, the operation of the electromagnetic solenoid 13 and the differential pressure cylinder 31 is enabled to operate independently without being restricted by each other due to the action of the elongated holes 16 and 34 provided in both of the link pieces 15 and 33. .

第1の検出装置11は震度を検出するもので地
震計を有し、上記第1のロツク解除装置12の電
磁ソレノイド13に電気的に接続されている。
The first detection device 11 detects seismic intensity, has a seismometer, and is electrically connected to the electromagnetic solenoid 13 of the first lock release device 12.

第1の検出装置11は所定設定震度以上の地震
発生時、検出信号を発信し、その信号に関連して
電磁ソレノイド13が通電励磁して、そのプラン
ジヤ14が一方向(上方向)に動き、ロツクが解
除する。
When an earthquake of a predetermined seismic intensity or higher occurs, the first detection device 11 transmits a detection signal, and in response to the signal, the electromagnetic solenoid 13 is energized and the plunger 14 moves in one direction (upward). The lock is released.

第2の検出装置22は弁装置1の上流側管路2
1に介装したオリフイス24を有し、管路21内
の流速を検出する。オリフイス24上・下流の圧
力取出管25,26は第2のロツク解除装置23
の差圧シリンダ31の上下部接続口29,29′
に接続してある。オリフイス24上・下流の差圧
が所定設定値を超えると、差圧シリンダ31のピ
ストンロツド32が一方向(上方向)に動きロツ
クが解除する。
The second detection device 22 is the upstream pipe line 2 of the valve device 1.
1 has an orifice 24 interposed therein to detect the flow velocity in the pipe 21. The pressure take-off pipes 25 and 26 above and downstream of the orifice 24 are connected to the second lock release device 23.
Upper and lower connection ports 29, 29' of differential pressure cylinder 31
It is connected to. When the differential pressure above and downstream of the orifice 24 exceeds a predetermined set value, the piston rod 32 of the differential pressure cylinder 31 moves in one direction (upward) and is unlocked.

なお、圧力取出管25,26には調整用弁2
7,28が介装してある。また、第2のロツク解
除装置23の差圧シリンダ31のピストンロツド
32上端には、調整用ウエイト30が設けてあ
り、このウエイト30の調整により、ロツクが解
除するオリフイス上・下流差圧値を調整できる。
In addition, the pressure outlet pipes 25 and 26 are equipped with an adjustment valve 2.
7 and 28 are interposed. Further, an adjustment weight 30 is provided at the upper end of the piston rod 32 of the differential pressure cylinder 31 of the second lock release device 23, and by adjusting this weight 30, the differential pressure value between the upper and downstream of the orifice at which the lock is released can be adjusted. can.

ウエイトレバー49には制動装置52が接続し
てあり、弁体3の開弁速度を自由に調節できる。
A braking device 52 is connected to the weight lever 49, and the opening speed of the valve body 3 can be freely adjusted.

また弁体3が全閉位置になつた時係止用アーム
48にて叩かれるリミツトスイツチ56が取付板
7に取り付けてあり、このリミツトスイツチ56
は警報装置に接続してある。
Also, a limit switch 56 is attached to the mounting plate 7, which is struck by the locking arm 48 when the valve body 3 is in the fully closed position.
is connected to an alarm device.

次に、本考案装置の作動につき説明する。セツ
ト状態においては、弁体はロツク装置によりウエ
イトの附勢力に抗して全開位置にロツク保持され
ている。また、弁体3を遮断すべきオリフイス2
4上・下流の差圧及び地震計の震度を予め所定値
に設定し、圧力取出管25,26に設けた調整用
弁27,28,27′,28′の各々を全開状態と
し、調整用弁27″,28″を全閉状態にしてお
く。
Next, the operation of the device of the present invention will be explained. In the set state, the valve body is locked and held in the fully open position by the locking device against the urging force of the weight. Also, the orifice 2 that should shut off the valve body 3
4. Set the upstream/downstream differential pressure and the seismic intensity to predetermined values, and fully open each of the adjustment valves 27, 28, 27', and 28' provided in the pressure take-off pipes 25, 26. Keep the valves 27'' and 28'' fully closed.

この様なセツト状態において、例えば所定設定
値以上の地震が発生すると、地震計から発信され
る検出信号によつて電磁ソレノイド13に通電励
磁されることによつて、プランジヤ14が上方に
動くため、このプランジヤ14にピン17、第1
のリンク片15及びピン18を順次介して連結さ
れた第6のレバー47が第3図中反時計方向に回
動し、この第6のレバー47と第5のレバー46
の係合が外れ、これに伴ない各レバーの係合が外
れ、第1のレバー42と係止用アーム48の係合
が外れる。これにより、ロツク状態が解除し、弁
体3はウエイト51の位置エネルギーにて閉位置
に回動し、管路21を遮断する。
In such a set state, for example, if an earthquake of a magnitude greater than a predetermined value occurs, the electromagnetic solenoid 13 is energized and excited by the detection signal transmitted from the seismograph, and the plunger 14 moves upward. This plunger 14 has a pin 17 and a first
A sixth lever 47 connected sequentially through the link piece 15 and the pin 18 rotates counterclockwise in FIG.
are disengaged, each lever is accordingly disengaged, and the first lever 42 and the locking arm 48 are disengaged. As a result, the locked state is released, and the valve body 3 is rotated to the closed position by the potential energy of the weight 51, thereby blocking the pipe line 21.

一方、上記セツト状態において、管路破裂等が
生じ、オリフイス上・下流差圧が設定値を超える
と、即ち、下流圧力が低下すると、上流圧力によ
つて差圧シリンダ31のピストンロツド32が上
方に動くため、このピストンロツド32にピン3
5、第2のリンク片33及びピン18を順次介し
て連結された第6のレバー47が第3図中反時計
方向に回動し、以降上述した地震計の時と同作動
にて弁体3が閉弁し、管路21を遮断する。
On the other hand, in the above set state, if a pipe rupture occurs and the differential pressure above and downstream of the orifice exceeds the set value, that is, if the downstream pressure decreases, the piston rod 32 of the differential pressure cylinder 31 will move upward due to the upstream pressure. In order to move, pin 3 is attached to this piston rod 32.
5. The sixth lever 47 connected sequentially through the second link piece 33 and the pin 18 rotates counterclockwise in FIG. 3 closes and blocks the pipe line 21.

以上の如く、本考案は管路に介在される弁装置
と、該弁装置の弁体を開弁方向に回動附勢する附
勢装置と、該附勢装置の附勢力に抗して前記弁体
を開弁状態にロツク保持するロツク装置と、所定
設定震度以上の地震発生時検出信号を発信する第
1の検出装置と、前記管路内流速が所定設定値を
超えた時検出信号を発信する第2の検出装置と、
前記第1及び第2の検出装置の少なくとも一方の
検出信号発信に伴ない前記ロツク装置のロツク保
持状態を解除するロツク解除装置とを具備してな
るから、所定設定震度以上の地震発生時及び管路
破裂等に伴なう管内流速異常時のいずれの状態で
も、その検出信号にて弁体が閉弁し管路を遮断で
きる。従つてこの種遮断弁装置として極めて有効
なものである。
As described above, the present invention includes a valve device interposed in a pipe, a biasing device that biases the valve body of the valve device to rotate in the valve opening direction, and a biasing device that rotates and biases the valve body of the valve device in the valve opening direction. a lock device that locks the valve body in an open state; a first detection device that sends a detection signal when an earthquake of a predetermined seismic intensity or higher occurs; and a first detection device that sends a detection signal when the flow velocity in the pipe exceeds a predetermined set value. a second detection device that transmits a signal;
and a lock release device that releases the locked state of the lock device in response to the transmission of a detection signal from at least one of the first and second detection devices, so that when an earthquake of a predetermined seismic intensity or higher occurs and the In any situation when the flow velocity in the pipe is abnormal due to a path rupture, etc., the valve body can close based on the detection signal and the pipe can be cut off. Therefore, this type of shutoff valve device is extremely effective.

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

第1図は本考案による緊急遮断弁装置の全体構
成を示す正面図、第2図は第1図の−線矢視
図、第3,4図は本考案の要部拡大図である。 3……弁体、4……弁軸、11……第1の検出
装置、12……第1のロツク解除装置、13……
電磁ソレノイド、14……プランジヤ、15……
第1のリンク片、16,34……長孔、18……
ピン、22……第2の検出装置、23……第2の
ロツク解除装置、31……差圧シリンダ、32…
…ピストンロツド、33……第2のリンク片、4
1……ロツク装置。
FIG. 1 is a front view showing the overall configuration of an emergency shutoff valve device according to the present invention, FIG. 2 is a view taken along the line - - in FIG. 1, and FIGS. 3 and 4 are enlarged views of essential parts of the present invention. 3... Valve body, 4... Valve stem, 11... First detection device, 12... First lock release device, 13...
Electromagnetic solenoid, 14... Plunger, 15...
First link piece, 16, 34... Long hole, 18...
Pin, 22... second detection device, 23... second lock release device, 31... differential pressure cylinder, 32...
...Piston rod, 33...Second link piece, 4
1...Lock device.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 管路に介在される弁装置と、該弁装置の弁体を
開弁方向に回動附勢する附勢装置と、該附勢装置
の附勢力に抗して前記弁体を開弁状態にロツク保
持するロツク装置と、所定設定震度以上の地震発
生時検出信号を発信する第1の検出装置と、前記
管路内流速が所定設定値を越えた時検出信号を発
信する第2の検出装置と、前記第1の検出装置に
より作動する電磁ソレノイドと、前記第2の検出
装置により作動する差圧シリンダとを連設すると
共に、前記第1及び第2の検出装置の少なくとも
一方の検出信号発信に伴い前記ロツク装置のロツ
ク保持状態を解除する第1及び第2のロツク解除
装置とを具備し、双方のロツク解除装置はリンク
片により夫々独立した動作が可能となることを特
徴とする緊急遮断弁装置。
A valve device interposed in a conduit, a biasing device that rotates and biases the valve body of the valve device in the valve opening direction, and the valve body is brought into the open state against the biasing force of the biasing device. A locking device that maintains the lock, a first detection device that sends out a detection signal when an earthquake of a predetermined seismic intensity or higher occurs, and a second detection device that sends out a detection signal when the flow velocity in the pipe exceeds a predetermined set value. and an electromagnetic solenoid operated by the first detection device and a differential pressure cylinder operated by the second detection device are arranged in series, and a detection signal is transmitted from at least one of the first and second detection devices. The emergency cutoff is characterized in that the lock release device is provided with first and second lock release devices for releasing the locked state of the lock device, and both lock release devices are capable of independent operation by means of link pieces. Valve device.
JP1980173567U 1980-12-03 1980-12-03 Expired JPS6123980Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1980173567U JPS6123980Y2 (en) 1980-12-03 1980-12-03

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1980173567U JPS6123980Y2 (en) 1980-12-03 1980-12-03

Publications (2)

Publication Number Publication Date
JPS5794765U JPS5794765U (en) 1982-06-10
JPS6123980Y2 true JPS6123980Y2 (en) 1986-07-18

Family

ID=29531776

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1980173567U Expired JPS6123980Y2 (en) 1980-12-03 1980-12-03

Country Status (1)

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JP (1) JPS6123980Y2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4667063B2 (en) * 2005-02-15 2011-04-06 株式会社クボタ Actuated valve

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5528919U (en) * 1978-08-11 1980-02-25

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5528919U (en) * 1978-08-11 1980-02-25

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Publication number Publication date
JPS5794765U (en) 1982-06-10

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