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JPS6346320B2 - - Google Patents
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JPS6346320B2 - - Google Patents

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Publication number
JPS6346320B2
JPS6346320B2 JP56023301A JP2330181A JPS6346320B2 JP S6346320 B2 JPS6346320 B2 JP S6346320B2 JP 56023301 A JP56023301 A JP 56023301A JP 2330181 A JP2330181 A JP 2330181A JP S6346320 B2 JPS6346320 B2 JP S6346320B2
Authority
JP
Japan
Prior art keywords
piping
leakage
fluid
leak
duplex
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
JP56023301A
Other languages
Japanese (ja)
Other versions
JPS57137800A (en
Inventor
Kenichi Aoyanagi
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.)
Toshiba Corp
Original Assignee
Tokyo Shibaura Electric Co Ltd
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 Tokyo Shibaura Electric Co Ltd filed Critical Tokyo Shibaura Electric Co Ltd
Priority to JP2330181A priority Critical patent/JPS57137800A/en
Publication of JPS57137800A publication Critical patent/JPS57137800A/en
Publication of JPS6346320B2 publication Critical patent/JPS6346320B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D5/00Protection or supervision of installations
    • F17D5/02Preventing, monitoring, or locating loss

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Pipeline Systems (AREA)

Description

【発明の詳細な説明】 本発明は、水道、ガス、石油等の流体の供給配
管網での漏洩、破裂を検知し、その被害を最小に
くい止め、かつそのための処理が必要最小限とな
る流体供給配管網システムに関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention detects leaks and ruptures in supply piping networks for fluids such as water, gas, and oil, minimizes the damage, and minimizes the necessary treatment for fluids. It relates to supply piping network systems.

近年の都市集中化に伴い水道、ガスを大量に供
給すべく地下、ビル内に流体供給配管が複雑に布
設されているが、この配管網より流体の漏洩が生
じると、大事故につながることがしばしばであ
る。
With the recent urbanization, fluid supply piping has been installed underground and inside buildings in a complicated manner to supply large quantities of water and gas, but if fluid leaks from this piping network, it can lead to a major accident. Often.

水道管破裂により何時間も路上に多量の水が溢
れ出し、民家の浸水、その後の断水、濁り水等、
またガス管のガス洩れへの引火による爆発等がそ
の例である。
A burst water pipe caused a large amount of water to overflow onto the street for hours, flooding private homes, followed by water outages, and murky water.
Another example is an explosion caused by ignition of a gas leak from a gas pipe.

流体の漏洩を逸速く正確に知り的確な処理を行
なうことが必要であり、このために流体の漏洩を
検出する種々の研究、開発が行なわれているが、
実用に供するには今一歩の感である。
It is necessary to quickly and accurately know about fluid leaks and take appropriate treatment, and for this purpose, various research and developments are being conducted to detect fluid leaks.
It is still a step away from putting it into practical use.

一例を挙げると、配管よりの流体が漏洩する際
に生じる漏洩音、振動を検出する方式、あるいは
供給側と需要側との流量差が生じたことにより漏
洩を検出する方式等がある。しかし、前者の場合
は通常の使用での蛇口あるいはコツクの開閉に伴
う音や都市雑音(自動車の振動、クーラの振動等
による)と漏洩音、振動音との区別が困難であ
る。また、後者の場合は単一配管のパイプライン
等には適するが、複雑に布設されている配管網に
おいては、供給側と需要側が一対一に対応するこ
とはなく、これまた適用困難である。
For example, there are methods that detect leakage sounds and vibrations that occur when fluid leaks from piping, and methods that detect leakage when a difference in flow rate occurs between the supply side and the demand side. However, in the former case, it is difficult to distinguish between the sounds accompanying the opening and closing of faucets or pots during normal use or city noise (due to vibrations of automobiles, coolers, etc.) and leakage sounds and vibration sounds. In addition, the latter case is suitable for a pipeline with a single piping, etc., but in a complicated piping network, the supply side and the demand side do not correspond one-on-one, and it is also difficult to apply.

一方、流体漏洩が判明してその処置および復旧
を行なう際には、ある区域に対して完全に流体供
給を中止することになるが、時にはこの中断が必
要以上の区域に渡つて実施されることがある。
On the other hand, when a fluid leak is identified and its treatment and restoration are carried out, fluid supply must be completely cut off to a certain area, but sometimes this interruption extends to more areas than necessary. There is.

第1図が従来の流体供給配管網図の一例である
が、図のX点にて流体漏洩が生じたとすると、漏
洩を遮断すべく弁1,2を閉じることとなり、こ
の結果需要家5,6,7は流体供給を中止させら
れることになる。
FIG. 1 is an example of a conventional fluid supply piping network diagram. If fluid leakage occurs at point 6 and 7 will have their fluid supply stopped.

本発明の目的は、需要家側にて共通接続される
互いに平行分離された2重化配管により需要家に
流体を供給すると共に、この2重化配管に流れる
流体の物理量相互の差により配管からの漏洩を検
出し、この漏洩個所の前後に設けた流体しや断弁
を閉じることにより、漏洩を早期に確実に検出で
き、かつ漏洩が生じた場合の流体供給停止範囲を
狭い範囲に限定することができる流体供給配管網
システムを提供することにある。
It is an object of the present invention to supply fluid to consumers through duplicated piping that is commonly connected to each other and separated from each other on the consumer side, and to remove fluid from the piping due to the mutual difference in the physical quantity of the fluid flowing through the duplicated piping. By detecting leakage and closing the fluid shield valves installed before and after the leakage point, the leakage can be detected early and reliably, and the fluid supply stop range in the event of a leakage can be limited to a narrow range. An object of the present invention is to provide a fluid supply piping network system that is capable of providing fluid supply piping.

以下、本発明の一実施例について図面を参照し
て説明する。
An embodiment of the present invention will be described below with reference to the drawings.

まず第2図が、本発明の流体供給配管網の一実
施例におけるシステム図である。
First, FIG. 2 is a system diagram of an embodiment of the fluid supply piping network of the present invention.

いま適用しようとする区域への流体の供給源1
0,11から末端の各需要家5,6,7,8,9
への各入口までの配管を全てA系統と系統との配
管にて並行2重化する。また配管網の各分岐点に
は、それぞれA系統B系統ごとに遮断弁10A,
11A,1A,2A,3A,…,10B,11
B,1B,2B,3B…とA系統とB系統との配
管に跨るように、漏洩検出器10D,11D、1
D,2D,…を設置する。
Source of fluid to the area to be applied 1
0, 11 to each end customer 5, 6, 7, 8, 9
All piping to each inlet of the system will be duplicated in parallel with piping for the A system and the system. In addition, at each branch point of the piping network, there are 10A shutoff valves for each A system and B system, respectively.
11A, 1A, 2A, 3A,..., 10B, 11
Leak detectors 10D, 11D, 1
Install D, 2D,...

つぎに末端各需要家直前に設置される遮断弁と
漏洩検出器5A,5B,5D;6A,6B,6
D;7A,7B,7D;…の構成詳細を第3図の
ブロツク図にて説明する。
Next, shutoff valves and leak detectors 5A, 5B, 5D; 6A, 6B, 6 are installed immediately before each end customer.
The details of the configuration of D; 7A, 7B, 7D; . . . will be explained with reference to the block diagram of FIG.

一点鎖線にて囲まれた部分が前述のA系統とB
系統との配管に跨るように設置された漏洩検出器
Dであり、その詳細構成はつぎのとおりである。
The part surrounded by the dashed line is the A system and B mentioned above.
This is a leak detector D installed so as to straddle the piping with the system, and its detailed configuration is as follows.

FAはA系統配管に設けられた遮断弁VAの下
流側に設置される流量計、FBは流量計FAと同一
分岐点でのB系統配管に設けられた遮断弁VBの
下流側に設置される流量計である。これら流量
FA,FBよりの信号はそれぞれの電気信号変換器
TA,TBを介して加減演算器Cに伝達され、加
減演算器CにてA系統とB系統との流量差を演算
し、その結果を比較演算器Eへ伝達する。比較演
算器Eでは別途与えられる設定値SとA系統とB
系統との流量差とを比較し、設定値よりも流量差
が大きくなると管理所Kへの警報信号を発すると
ともにシーケンス制御装置Gへ漏洩有の信号を発
する。シーケンス制御装置Gは比較演算器Eより
の漏洩有の信号を受けて、A系統の遮断弁VAと
B系統の遮断弁VBの両方を閉じさせる。
FA is a flowmeter installed downstream of the shutoff valve VA installed in the A system piping, and FB is installed downstream of the shutoff valve VB installed in the B system piping at the same branch point as the flow meter FA. It is a flow meter. These flow rates
Signals from FA and FB are sent to their respective electrical signal converters.
It is transmitted to the addition/subtraction calculator C via TA and TB, and the addition/subtraction calculator C calculates the flow rate difference between the A system and the B system, and the result is transmitted to the comparison calculator E. Comparison calculator E uses set values S, A system, and B that are given separately.
The difference in flow rate with the system is compared, and if the difference in flow rate becomes larger than the set value, an alarm signal is issued to the control station K, and a signal indicating that there is a leak is issued to the sequence control device G. The sequence control device G receives a leakage signal from the comparator E and closes both the A-system shutoff valve VA and the B-system shutoff valve VB.

つぎに幹線配管の分岐点に設置される遮断弁と
漏洩検出器1A,1B,1D;2A,2B,2
D;3A,3B,3D;…の構成の詳細を示す第
4図のブロツク図にて説明する。
Next, shutoff valves and leak detectors 1A, 1B, 1D; 2A, 2B, 2 are installed at the branch points of the main pipe.
The details of the configuration of D; 3A, 3B, 3D; . . . will be explained with reference to the block diagram of FIG.

一点鎖線にて囲まれた部分は上述の第3図のそ
れと同様である。比較演算器EはA系統とB系統
との流量差と別途与えられる設定値Sとの比較結
果をプラス側に設定値を越えたか、あるいはマイ
ナス側に設定値を越えたかを、すなわちA系統側
に漏洩が生じたのか、あるいはB系統側に漏洩が
生じたのかを管理所Kへデータ伝送子局Rを通じ
て伝達する。管理所Kでは管理区域全域よりのこ
のような情報をもとに総合判断した結果をデータ
伝送子局Rへ送信し、この総合判断結果の信号に
よりシーケンス制御装置はA系統遮断弁VAの
み、あるいはB系統遮断弁VB、もしくは両遮断
弁とも閉させる。
The portion surrounded by the dashed line is the same as that in FIG. 3 described above. Comparison calculator E compares the flow rate difference between system A and system B with a separately given set value S and determines whether the set value has been exceeded on the positive side or the set value has been exceeded on the negative side, that is, on the A system side. Whether a leak has occurred on the B system side or on the B system side is communicated to the management station K through the data transmission slave station R. At the control station K, the result of comprehensive judgment based on such information from the entire controlled area is sent to the data transmission slave station R, and the sequence control device uses the signal of this comprehensive judgment result to control only the A system shutoff valve VA, or Close the B system shutoff valve VB or both shutoff valves.

つぎに、第2図、第3図、第4図に示した実施
例の動作について説明する。
Next, the operation of the embodiment shown in FIGS. 2, 3, and 4 will be explained.

まず需要家への分岐後の配管に漏洩が生じた場
合について、第2図の需要家5へのA系統のY点
にて漏洩が生じたものとして述べる。漏洩がない
状態では、第3図における加減演算器Cの出力は
零である。これは、配管の流体抵抗を同一にすべ
く配管施工したり、あるいは僅かな流量差は信号
変換器TA,TBにバイアスを持たせる等して容
易に実施できる。
First, a case will be described in which a leak occurs in the piping after branching to the consumer, assuming that the leak occurs at point Y of the A system to the consumer 5 in FIG. 2. In a state where there is no leakage, the output of the addition/subtraction calculator C in FIG. 3 is zero. This can be easily done by constructing the pipes so that the fluid resistance of the pipes is the same, or by applying a bias to the signal converters TA and TB to compensate for slight differences in flow rates.

A系統の流体漏洩に伴いA系統の流量計FAに
より検出される流量信号がB系統の流量計FBに
より検出される流量信号よりも大きくなり、加減
演算器Cにてその差がプラスの電気信号として比
較演算器Eへ伝達される。比較演算器Eにてこの
伝達された流量差を別途前以つて与えられている
設定値Sと比較して、設定値を越えれば漏洩有の
警報信号を発するとともに、シーケンス制御装置
Gに対してパルス出力を発する。
Due to fluid leakage in the A system, the flow rate signal detected by the flow meter FA in the A system becomes larger than the flow signal detected by the flow meter FB in the B system, and the difference is converted into a positive electrical signal by the adder/subtractor C. The signal is transmitted to the comparator E as a signal. Comparison calculator E compares this transmitted flow rate difference with a set value S that has been separately given in advance, and if it exceeds the set value, it issues an alarm signal indicating the presence of a leak and sends a signal to sequence controller G. Generates pulse output.

シーケンス制御装置Gはこのパルス出力を受け
て、A系統の遮断弁VAとB系統の遮断弁VBを
共に閉じさせる。このとき需要家5は流体供給を
中造させられる。一方このY点での漏洩により漏
洩検出器5Dよりも上流の例えば漏洩検出器1D
にても漏洩を検知するが、後述することがらによ
り5A,5Bの遮断弁を閉じることを優先させ、
Y点の漏洩により遮断弁1A,2Aが閉じてしま
わないようにすることが可能である。
In response to this pulse output, the sequence control device G closes both the A-system shutoff valve VA and the B-system shutoff valve VB. At this time, the consumer 5 is forced to temporarily supply fluid. On the other hand, due to the leakage at this Y point, for example, the leakage detector 1D upstream of the leakage detector 5D
Although leakage is detected in both cases, priority is given to closing the shutoff valves 5A and 5B due to the matters described later.
It is possible to prevent the shutoff valves 1A and 2A from closing due to leakage at the Y point.

つぎに、幹線配管での漏洩について、第2図の
B系統のX点にて漏洩が生じたものとして説明す
る。B系統のX点での流体漏洩に伴い、漏洩検出
器1D,2Dにおいてそれぞれ第4図に示す比較
演算器E′にてA系統とB決統の流量差、この場合
マイナス値と別途前以つて与えられている設定値
と比較し、マイナス側に設定値をある時間(この
時間は、前述の需要家への分岐後の配管での漏洩
にてもこの幹線の漏洩検出器が検知するため、下
流側での漏洩検出器および遮断弁が感知および閉
動作を行ない、流体漏洩を下位にて遮断するに要
する時間であり、数10秒のオーダである。)以上
越え続ければ、マイナス側かプラス側かすなわち
マイナス側だとB系統に、プラス側だとA系統に
漏洩有となる情報を合せて、管理所Kへデータ伝
送子局Rを介して信号を伝達する。
Next, a description will be given of leakage in the main pipe assuming that the leakage occurs at point X of system B in FIG. Due to fluid leakage at point Compare the set value given by (This is the time required for the leak detector and shutoff valve on the downstream side to detect and close the fluid leakage, and is on the order of several tens of seconds). A signal is transmitted to the management station K via the data transmission slave station R, together with information indicating that there is leakage to the B system if it is on the positive side or the negative side, and to the A system if it is on the positive side.

管理所Kでは漏洩検出器1Dあるいは2Dより
の上記の信号により、例えば漏洩検出器1Dより
マイナス信号すなわちB系統に漏洩有の信号を受
ければ、分岐点の要所1および2のデータ伝送子
局RへそれぞれのB系統の遮断弁1Bおよび2B
を閉動作させるべく信号を発する。
At the control station K, if the above signal from the leak detector 1D or 2D is received, for example, a negative signal from the leak detector 1D, that is, a signal indicating that there is a leak in the B system, the data transmission slave stations at the key points 1 and 2 of the branch point are Shutoff valves 1B and 2B of each B system to R
A signal is issued to cause the valve to close.

幹線分岐点1および2でのシーケンス制御装置
1Gおよび2Gは、それぞれのB系統の遮断弁1
Bおよび2Bを閉じさせる。かくして漏洩点Xに
流れ込んだ径路は全て遮断される。
Sequence control devices 1G and 2G at trunk branch points 1 and 2 control the cutoff valve 1 of each B system.
Close B and 2B. In this way, all paths that flowed into leak point X are blocked.

しかしこの遮断された幹線に連がる需要家5,
6,7ではB系統よりの流体供給は中止される
が、A系統よりの流体供給は継続されているの
で、量的には流体供給は低下するが全体としての
流体供給は継続される。
However, consumer 5, who is connected to this blocked main line,
6 and 7, the fluid supply from the B system is stopped, but the fluid supply from the A system continues, so although the fluid supply decreases quantitatively, the overall fluid supply continues.

一方、分岐点1の上流側の分岐点10の漏洩検
出器10DにおいてもこのX地点での漏洩にて同
様に検知するが、上述の比較演算器E′に持たせた
限時特性をこの漏洩検出器10Dにも具備させる
ことにより、漏洩時の処理方法が必要以上に広範
囲に悪影響を与えずに行なえる。
On the other hand, the leak detector 10D at the branch point 10 on the upstream side of the branch point 1 similarly detects the leak at the point By also equipping the container 10D, the treatment method in the event of leakage can be carried out without adversely affecting a wider area than necessary.

上述の実施例での漏洩検出器Dとして漏洩に伴
う配管の流量変化を検出するものとしたが、これ
に代つて漏洩に伴う配管の圧力変化を検出するも
のとして、本発明に適用し実施することができ
る。実施例と異なる部分はA系統とB系統の検出
信号の比較において、流量検出の場合は信号値の
大きい側の系統に漏洩があるとしたが、圧力検出
の場合は信号値の小さい側の系統に漏洩があると
なるのみである。
Although the leak detector D in the above-mentioned embodiment was designed to detect a change in the flow rate of the piping due to a leak, it is applied and implemented in the present invention as a device that detects a pressure change in the piping due to a leak instead. be able to. The difference from the example is that in comparing the detection signals of system A and system B, in the case of flow rate detection, it was assumed that there was a leak in the system with the larger signal value, but in the case of pressure detection, the system with the smaller signal value was assumed to have a leak. Only if there is a leak.

以上説明したように、本発明による流体供給配
管網システムを適用すれば、並行2重化配管の相
互の流量差、圧力差等の信号差により漏洩の有無
判断を行なうので、正常時異常時のいずれにおい
ても需要家での利用に伴う配管内流体の変化(流
量変化、圧力変化等)あるいは都市雑音類は相殺
され、漏洩、破裂に伴う変化のみを検出でき、検
出の精度は一段と向上し、かつ雑音に埋れた信号
を抽出する解析手段を必要としない。また、漏洩
検出器の検出結果より自動的に発生した漏洩点へ
流れ込む径路を遮断するので、大事故発生を防止
できる。
As explained above, if the fluid supply piping network system according to the present invention is applied, the presence or absence of leakage can be determined based on signal differences such as the flow rate difference and pressure difference between the parallel duplex piping, so In either case, changes in the fluid in the pipes (flow rate changes, pressure changes, etc.) due to use by consumers or urban noise are canceled out, and only changes associated with leaks and ruptures can be detected, further improving detection accuracy. Moreover, there is no need for analysis means to extract signals buried in noise. Moreover, since the flow path to the leak point that has occurred is automatically blocked based on the detection result of the leak detector, it is possible to prevent a major accident from occurring.

さらに、流体供給幹線においては並行2重化配
管の有利性を利用して、漏洩検出から処置に際し
て末端需要家への供給の完全中断なく行なえる。
このことはひいては万が一漏洩検出器の誤動作に
て遮断弁を閉じた場合にもその悪影響を半減で
き、システムとしての矛盾性を避けられる。
Furthermore, by utilizing the advantage of parallel duplex piping in the fluid supply main line, leakage detection and treatment can be carried out without completely interrupting the supply to end users.
This can further reduce the negative impact by half even if the shutoff valve is closed due to malfunction of the leakage detector, and inconsistencies in the system can be avoided.

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

第1図は従来の流体供給配管網の一例を表わす
略線図、第2図は本発明の2重化流体供給配管網
システムの一実施例を示す配管図、第3図はこの
実施例における配管末端需要家への各分岐点での
漏洩検出器および遮断弁の詳細構成図、第4図は
この実施例における幹線配管設置の漏洩検出器と
遮断弁の詳細構成図である。 1,2,3,4……幹線配管の遮断弁、5,
6,7,8,9……配管網末端需要家、10,1
1……流体供給源、A,B……2重化配管、1
A,2A,3A,…,1B,2B,3B……遮断
弁、C……加減演算器、D,1D,2D,3D,
4D,5D,6D……漏洩検出器、F,E′……比
較演算器、FA,FB,S……流量計、G……シー
ケンス制御装置、K……管理所、R……データ伝
送子局。
FIG. 1 is a schematic diagram showing an example of a conventional fluid supply piping network, FIG. 2 is a piping diagram showing an embodiment of the dual fluid supply piping network system of the present invention, and FIG. A detailed configuration diagram of a leak detector and a shutoff valve at each branch point to the end user of the pipe. FIG. 4 is a detailed configuration diagram of the leak detector and shutoff valve installed in the main pipe in this embodiment. 1, 2, 3, 4... main piping shutoff valve, 5,
6, 7, 8, 9... Piping network end user, 10, 1
1... Fluid supply source, A, B... Duplicate piping, 1
A, 2A, 3A,..., 1B, 2B, 3B...Shutoff valve, C...Adjustment calculator, D, 1D, 2D, 3D,
4D, 5D, 6D... Leak detector, F, E'... Comparison calculator, FA, FB, S... Flowmeter, G... Sequence control device, K... Management office, R... Data transmitter Bureau.

Claims (1)

【特許請求の範囲】[Claims] 1 流体供給源から需要家側までの間で互いに平
行分離されかつ需要家側にて共通接続された2重
化配管と、この2重化配管の需要家側から流体供
給源までの間の複数個所にそれぞれ設けられ2重
化配管に流れる流体の物理量相互の差により漏洩
配管を検出する漏洩検出器と、これら各漏洩検出
器に対応して2重化配管の各配管毎に設けられた
流体しや断弁と、前記各漏洩検出器からの漏洩情
報を入力し漏洩の生じた配管の前後の流体しや断
弁に閉指令を与える制御装置とを備え、前記各し
や断弁のうち最も需要家に近く設置されたものは
対応する漏洩検出器の漏洩検出信号により閉制御
されるように構成して成る液体供給配管網システ
ム。
1 Duplicated piping that is separated in parallel from the fluid supply source to the consumer side and commonly connected on the consumer side, and multiple duplex pipings from the consumer side of this duplex piping to the fluid supply source. Leak detectors are installed at different locations to detect leakage piping based on differences in physical quantities of fluid flowing through the duplex piping, and fluid detectors are installed in each piping of the duplex piping in correspondence with these leak detectors. a control device that inputs leakage information from each of the leakage detectors and gives a command to close the fluid shutoff valves before and after the piping where the leakage has occurred; A liquid supply piping network system configured such that the one installed closest to the consumer is controlled to be closed by a leak detection signal from a corresponding leak detector.
JP2330181A 1981-02-19 1981-02-19 Fluid supplying pipe network system Granted JPS57137800A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2330181A JPS57137800A (en) 1981-02-19 1981-02-19 Fluid supplying pipe network system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2330181A JPS57137800A (en) 1981-02-19 1981-02-19 Fluid supplying pipe network system

Publications (2)

Publication Number Publication Date
JPS57137800A JPS57137800A (en) 1982-08-25
JPS6346320B2 true JPS6346320B2 (en) 1988-09-14

Family

ID=12106775

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2330181A Granted JPS57137800A (en) 1981-02-19 1981-02-19 Fluid supplying pipe network system

Country Status (1)

Country Link
JP (1) JPS57137800A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100878681B1 (en) * 2002-12-10 2009-01-13 주식회사 포스코 Pneumatic Valve Driven Air Pressure Controller
JP5129524B2 (en) * 2007-07-23 2013-01-30 キリンエンジニアリング株式会社 Piping system
GB2520750A (en) * 2013-11-29 2015-06-03 System Sentinels Ltd Detector
CN110005952B (en) * 2018-01-04 2020-09-11 中国石油化工股份有限公司 Feedback type multi-stage branch pipe network multi-oil-type sequential conveying method and system
JP7067293B2 (en) * 2018-06-12 2022-05-16 トヨタ自動車株式会社 Hydrogen supply system

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49120219A (en) * 1973-03-23 1974-11-16

Also Published As

Publication number Publication date
JPS57137800A (en) 1982-08-25

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