JPS62270880A - Hammering load relaxation method - Google Patents

Hammering load relaxation method

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Publication number
JPS62270880A
JPS62270880A JP11262486A JP11262486A JPS62270880A JP S62270880 A JPS62270880 A JP S62270880A JP 11262486 A JP11262486 A JP 11262486A JP 11262486 A JP11262486 A JP 11262486A JP S62270880 A JPS62270880 A JP S62270880A
Authority
JP
Japan
Prior art keywords
valve
pressure
branch pipe
tank
piping
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
JP11262486A
Other languages
Japanese (ja)
Inventor
Shinichi Hisatsune
眞一 久恒
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.)
Hitachi Ltd
Original Assignee
Hitachi 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 Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP11262486A priority Critical patent/JPS62270880A/en
Publication of JPS62270880A publication Critical patent/JPS62270880A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To prevent any hammering at the time of valve sudden closure from occurring without fail, by connecting a branch valve, installing a valve to be opened at the time of sudden closing a valve in a main pipeline, to this main pipeline as well as connecting a tank, having an air layer subject to pressure regulation, to this branch pipe. CONSTITUTION:When a valve 2 of a main pipeline 1 is suddenly closed, simultaneously a valve sudden closing signal is inputted into a control chamber 10 by way of a cable 12, whereby a valve opening signal for a valve 4 in a branch pipe 3 is outputted from this control chamber 10, and an internal fluid 6 in the main pipeline 1 is made to flow toward the branch pipe 3 by what the valve 4 is opened. And, at this time, a signal out of a pressure detector 11 on the main pipeline 1 is outputted to the control chamber 10, and in conformity with the pressure signal, an air pump 9 is operated so as to keep such pressure as preventing air 7 in the tank 5 installed at a tip of the branch pipe 3 from flowing back, while a valve 8 is controlled. With this constitution, at the time of sudden closure of the valve 2, an air layer 7 inside the tank 5 is made to function as a damper, whereby a reaction variation is made so as to be quickly restrainable.

Description

【発明の詳細な説明】 3、発明の詳細な説明 〔産業上の利用分野〕 本発明は、原子力発電プラント等の発電プラントに布設
される配管系に係り、弁の急閉時の圧力変化により発生
するハンマリング荷重を緩和する方法に関する。
[Detailed Description of the Invention] 3. Detailed Description of the Invention [Field of Industrial Application] The present invention relates to a piping system installed in a power generation plant such as a nuclear power generation plant, and the present invention relates to a piping system installed in a power generation plant such as a nuclear power generation plant. This invention relates to a method for alleviating the hammering load that occurs.

〔従来の技術〕[Conventional technology]

従来の流れの急速断時の圧力変化により発生す、るハン
マリング荷重を防止、緩和する方法としては、一般的に
は、「水撃入門(日新出版)横山重吉著 第133頁か
ら第140頁」において論じられている様に、大きくわ
けて負圧の発生を防止する方法と圧力上昇を防止する方
法とがある。このうち負圧を防止する方法としては、フ
ライホイールを取り付ける。サージタンクを設ける。空
気室を設ける等、圧力上昇を防止する方法としては、緩
閉逆止弁を設ける。バイパス付逆止弁を設ける等1種々
の方法がとられてきている。しかし、これら従来からの
方法は、特に水力発電プラントのようにポンプを含む管
路に対して有効なものが多く、原子力発電プラントの様
にポンプを含まない配管系(例えば、原子炉圧力容器か
ら流体が流れる系統等)や、その抽油圧、水圧等非圧縮
性流体の圧力によって作用される系で水撃荷重の発生が
考えられる系に対して、その有効な防止策は存在しなか
った。
Conventional methods for preventing and alleviating the hammering load caused by pressure changes when the flow suddenly breaks are generally described in ``Introduction to Water Hammer (Nisshin Publishing), written by Shigeyoshi Yokoyama, pages 133 to 140. As discussed in ``Page 1,'' there are two main methods: methods for preventing the generation of negative pressure and methods for preventing pressure rise. One way to prevent negative pressure is to install a flywheel. Install a surge tank. As a method to prevent pressure rise, such as by providing an air chamber, a slow-closing check valve is provided. Various methods have been used, such as providing a check valve with a bypass. However, many of these conventional methods are particularly effective for piping lines that include pumps, such as in hydroelectric power plants, and are effective for piping systems that do not include pumps, such as in nuclear power plants (for example, from the reactor pressure vessel to There has been no effective preventive measure for systems in which water hammer loads can be generated in systems where fluid flows (such as systems in which fluid flows), systems that are affected by the pressure of incompressible fluids such as extraction pressure, water pressure, etc.

上記の様に、ポンプを含まない配管系、高圧が作用する
配管系、非圧縮性流体の流体圧で駆動する様な系におい
て、大きなハンマリング荷重の発生が考慮される場合は
、配管サポートを増設してその系の強度を増すという方
法がとられ、設計。
As mentioned above, if a large hammering load is considered in a piping system that does not include a pump, a piping system that is subject to high pressure, or a system that is driven by the fluid pressure of an incompressible fluid, use piping support. The design was designed to increase the strength of the system by adding more units.

製作工数が多大となっていた。The number of manufacturing steps was large.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

上記従来技術のうち、圧力上昇を防止する方法である種
々の逆止弁を設ける方法は、原子力発電プラント等の配
管系や、油圧、水圧等の非圧縮性流体の流体圧力を利用
する系など、水力発電プラントに比べ、高圧の流体の作
用する配管系に対しての使用は、その逆止弁の仕様2強
度、性能、信頼性等非常に高いものが要求されるため、
不可能であった。
Among the above-mentioned conventional techniques, methods of providing various check valves to prevent pressure increases are used in piping systems such as nuclear power plants, systems that utilize the fluid pressure of incompressible fluids such as hydraulic pressure, water pressure, etc. Compared to hydroelectric power plants, check valves used in piping systems where high-pressure fluid acts require extremely high specifications such as strength, performance, and reliability.
It was impossible.

また、負圧発生を防止する方法に関しては、空気室を設
ける場合、原子力発電プラント等の様にプラント稼動中
に運転圧力すなわち、内部流体圧力が変動する系に対し
ては、空気室配の圧力を配管内圧力の変動に合わせて調
節できないため、内部流体圧力の高い時には、空気室内
空気層が非常に小さくなり、弁の急閉による内部流の急
遮断の防止はできなくなり、また、内部流体圧力が低く
なると空気が逆流し、配管内に流れ込むという問題が生
じる。また、非圧縮性内部流体の作用によって駆動させ
るような系では、空気層を小さくするだけで、作用させ
たい対称に作用しないことになり問題外であった。サー
ジタンクを設ける方法に関しては、高圧の内部流体の場
合は、非常に大きなタンクを設置しなければならないた
め、特に近年原子力発電プラント等に要求されている軽
量化コンパクト化に大きな支障となり、非圧縮性内部流
体の圧力作用によって駆動させる様な系では、流体圧は
当然のことながらサージタンクの方に作用することにな
り、その機能を果たさないことになる。またサージタン
クを設ける方法の改良型として、配管とタンクの間に逆
止弁を設け、配管からタンク内への流体の流れを遮断し
たワンウェイ、サージタンクを設ける方法もあるが、こ
の方法は、高圧の内部流体に対しては、同様に非常に大
きなタンクを設置しなければならなく、非圧縮性内部流
体の作用によって駆動させる様な系では、配管内が負圧
になる時はサージタンクから流体が流れ込み圧力降下の
防止になるが、配管内の圧力が高くなるときは、この装
置は圧力上昇の防止には効果がないため、ハンマリング
荷重の防止には大きく役立たないという問題があった。
Regarding methods for preventing the generation of negative pressure, when installing an air chamber, the pressure in the air chamber should be cannot be adjusted according to fluctuations in the pressure inside the piping, so when the internal fluid pressure is high, the air layer in the air chamber becomes very small, making it impossible to prevent sudden shutoff of the internal flow due to sudden closing of the valve, and the internal fluid When the pressure is low, the problem arises that air flows backwards into the pipes. Furthermore, in a system driven by the action of an incompressible internal fluid, simply reducing the size of the air layer would not cause the desired symmetrical action, which was out of the question. Regarding the method of installing a surge tank, in the case of high-pressure internal fluids, it is necessary to install a very large tank, which is a big hindrance to the lightweight and compact design that has been required for nuclear power plants in recent years. In a system that is driven by the pressure action of internal fluid, the fluid pressure will naturally act on the surge tank, and it will not perform its function. Additionally, as an improved method of installing a surge tank, there is a method of installing a one-way surge tank in which a check valve is installed between the piping and the tank to shut off the flow of fluid from the piping into the tank. For high-pressure internal fluids, a very large tank must be installed as well, and in systems that are driven by the action of incompressible internal fluids, when the inside of the piping becomes negative pressure, it is necessary to install a surge tank. The fluid flows in and prevents a pressure drop, but when the pressure inside the piping increases, this device is not effective in preventing a pressure rise, so there is a problem that it is not very useful in preventing hammer loads. .

以上の様に、ハンマリング荷重を防止方法は種々あるが
、いずれの場合も大きな短所があり実際には使用されな
いでいた。
As mentioned above, there are various methods for preventing hammering loads, but all of them have major drawbacks and have not been used in practice.

本発明の目的は1M子力発電プラント等高圧配管や、非
圧縮性内部流体の圧力を利用する系において、上記の様
な短所をなくし、より効果的なハンマリング荷重を緩和
する方法を提供することにある。
The purpose of the present invention is to eliminate the above-mentioned disadvantages and provide a more effective method for alleviating hammering loads in systems that utilize high-pressure piping or the pressure of incompressible internal fluids, such as in 1M child power generation plants. There is a particular thing.

〔問題点を解決するための手段〕[Means for solving problems]

ハンマリング荷重は、配管内の流れが弁の急閉によって
急遮断され、その結果遮断された部分の急激な圧力上昇
による圧力波によって、発生するものである。このハン
マリング荷重を防止する方法としては、次の方法をとる
。ハンマリング荷重を引起こす弁の近くに分岐管を設け
、通常は閉つている弁を介して、主配管内部流体と空気
の2層からなるタンクに接続する。主配管上の弁と分岐
管上の弁は共に、制御室で主配管の弁が閉まると同時に
分岐管上の弁が開らくように制御させる。
A hammering load is generated when the flow in a pipe is abruptly interrupted by the sudden closing of a valve, and as a result, a pressure wave is generated due to a sudden pressure rise in the interrupted section. The following method can be used to prevent this hammering load. A branch pipe is provided near the valve that causes the hammering load, and is connected to a tank consisting of two layers of fluid and air inside the main pipe via the normally closed valve. Both the valves on the main pipe and the valves on the branch pipe are controlled in a control room so that the valve on the main pipe closes and the valve on the branch pipe opens at the same time.

またタンクの空気層はさらにエアーポンプにつながり、
主配管に取付けられた圧力検出器から圧力を感知し、タ
ンク内の圧力を、主配管に空気が逆流しないような負圧
に保っておく。通常、ハンマリングを発生させる圧力脈
動は、内部流体正分の変動幅であることが理論的に判明
しているので、このような制御は可能である。
In addition, the air layer in the tank is further connected to the air pump,
The pressure is sensed by a pressure detector attached to the main piping, and the pressure inside the tank is maintained at a negative pressure that prevents air from flowing back into the main piping. Such control is possible because it is theoretically known that the pressure pulsations that cause hammering usually have a variation range that is equal to the internal fluid.

上記目的は、このような方法をとることにより。The above purpose is achieved by using this method.

前章で述べた様な、従来からの種々のハンマリング防止
法のかかえていた短所を、あらゆる面で、解消すること
ができ、しかも、簡単でかっ、効率の良い、ハンマリン
グ荷重の防止および緩和を達成することが可能である。
As mentioned in the previous chapter, the disadvantages of the various conventional methods for preventing hammering can be overcome in all aspects, and it is also easy, simple, and efficient to prevent and alleviate hammering loads. It is possible to achieve this.

〔作用〕[Effect]

主配管の弁が急閉すると同時に、制御室から、分岐管上
の弁へ信号が送られ開く。この作用によリ、配管内部流
体は分岐管の方へ向かうことになり通常ハンマリング荷
重を引き起こす原因となる、配管内部流の急遮断を防ぐ
こととなる。また、分岐管及びその先の二層タンクの内
部圧力は、配管内部に逆流しないような負圧に保たれて
いるため分岐管の方向に流れは向い、空気層のため除々
に減速することとなる。また、その後の分岐管内におけ
る圧力変動は、このタンク内の空気層がダンパの役とな
り、圧力変動をすばやく押えることができる。
At the same time as the main pipe valve suddenly closes, a signal is sent from the control room to the valve on the branch pipe to open it. Due to this action, the fluid inside the pipe is directed toward the branch pipe, thereby preventing sudden interruption of the flow inside the pipe, which would normally cause a hammering load. In addition, the internal pressure of the branch pipe and the two-layer tank beyond it is maintained at a negative pressure to prevent backflow into the pipe, so the flow is directed towards the branch pipe and gradually slows down due to the air layer. Become. Additionally, the air layer within this tank acts as a damper to quickly suppress pressure fluctuations within the branch pipe.

以上のような作用により、配管系の弁の急閉によるハン
マリング荷重を緩和することが可能である。
Through the above-described actions, it is possible to alleviate the hammering load caused by sudden closing of the valve in the piping system.

〔実施例〕〔Example〕

以下、本発明の一実施例を第1図により説明する。 An embodiment of the present invention will be described below with reference to FIG.

主配管工の内部流体6が、主配管の弁2が急閉すると同
時に弁の急閉の信号をケーブル12を介して制御室10
で受けとり、分岐管3上に設置された弁4を開くように
、同じくケーブル12を介して制御室1oから信号が送
られる。このようにして、主配管の内部流体6は、分岐
管3の方向へ向かうことになる。
The internal fluid 6 of the main plumber sends a sudden valve closing signal to the control room 1 via the cable 12 at the same time as the main pipe valve 2 suddenly closes.
A signal is also sent from the control room 1o via the cable 12 to open the valve 4 installed on the branch pipe 3. In this way, the internal fluid 6 of the main pipe will be directed towards the branch pipe 3.

また、主配管工上に設置された圧力検出器11の信号が
制御室10から送られて、主配管工へ分岐管3の先に設
けられたタンク5内の空気7が、逆流しないような圧力
に保つように、ケーブル12を介して、エアーポンプ9
を作動させ、タンク5内の圧力を所定の圧力に保ち、タ
ンク5上の弁8を閉めておく。
In addition, a signal from a pressure detector 11 installed on the main plumber is sent from the control room 10 to ensure that the air 7 in the tank 5 installed at the end of the branch pipe 3 to the main plumber does not flow back. Air pump 9 via cable 12 to maintain pressure
is operated to maintain the pressure inside the tank 5 at a predetermined pressure, and the valve 8 on the tank 5 is closed.

このような状態で、弁2が急閉し、内部流体6′は分岐
管3の方へ向かうが、この流九は、空気層7がダンパの
役を果たすことになり、配管内部の流れを急遮断するこ
となく1反力変動を急激に押えることとなる。
In this state, the valve 2 closes suddenly and the internal fluid 6' flows toward the branch pipe 3, but this flow is caused by the air layer 7 acting as a damper, which reduces the flow inside the pipe. One reaction force fluctuation can be suppressed rapidly without sudden shutoff.

従って、本実施例によれば1以上のような効果があり、
ハンマリング荷重の緩和が可能となる。
Therefore, according to this embodiment, there are more than one effect,
It is possible to reduce the hammering load.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、原子力発電プラントの配管系のような
非常に高圧な内部流体や、油圧、水圧等の非圧縮性流体
の流体圧力により駆動させる系における、内部流体の急
遮断による反力変動から発生するハンマリング荷重を、
緩和させることが可能となり、配管系の信頼性、安全性
を大きく向上させるだけでなく、ハンマリング荷重を考
慮した、過剰の配管サポートを大幅に低減でき、大規模
な設計工数、施工工数を低減できるという効果がある。
According to the present invention, reaction force fluctuations due to sudden shutoff of internal fluid in a system driven by fluid pressure of extremely high-pressure internal fluid such as the piping system of a nuclear power plant or incompressible fluid such as hydraulic pressure or water pressure The hammering load generated from
This not only significantly improves the reliability and safety of the piping system, but also greatly reduces excessive piping support in consideration of hammering loads, reducing large-scale design and construction man-hours. There is an effect that it can be done.

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

第1図は1本発明の一実施例のハンマリング荷重防止法
を用いた管系統図。 第2図は、従来から用いられているハンマリング防止装
置内、空気室を用いた構造図、第3図は、逆止弁を介し
てサージタンクへ結ぶ、ワンウェイサージタンク法によ
る装置を示す構造図である。 1・・・主配管、2・・・弁、3・・・分岐管、4・・
・弁、5・・・タンク、6・・・内部流体、7・・・空
気、8・・・弁、9・・・エアーポンプ、11・・・圧
力検出器、12・・・ケーブル、13・・・空気室、1
4・・・サージタンク、15・・・逆止弁。
FIG. 1 is a pipe system diagram using a hammering load prevention method according to an embodiment of the present invention. Figure 2 shows the structure of a conventional hammer prevention device using an air chamber, and Figure 3 shows the structure of a device using the one-way surge tank method, which is connected to a surge tank via a check valve. It is a diagram. 1... Main piping, 2... Valve, 3... Branch pipe, 4...
・Valve, 5...Tank, 6...Internal fluid, 7...Air, 8...Valve, 9...Air pump, 11...Pressure detector, 12...Cable, 13 ...Air chamber, 1
4...Surge tank, 15...Check valve.

Claims (1)

【特許請求の範囲】[Claims] 1、発電プラント等に布設される配管において、分岐管
を設け、主配管の弁が急閉すると同時に開く弁を介し、
配管内部流体と空気の二層になっており、主配管内部圧
力を検出し、その値から圧力を制御調整されたタンクに
接続することによって、主配管の弁が急閉する際の圧力
変化によって発生するハンマリング荷重を防止すること
を特徴とするハンマリング荷重緩和法。
1. In piping installed in power generation plants, etc., branch pipes are installed, and through valves that open at the same time as the main piping valve suddenly closes,
There are two layers: fluid and air inside the piping, and the internal pressure of the main piping is detected and the pressure is controlled based on that value. By connecting to the regulated tank, the pressure changes when the valve of the main piping closes suddenly. A hammering load relaxation method characterized by preventing the hammering load that occurs.
JP11262486A 1986-05-19 1986-05-19 Hammering load relaxation method Pending JPS62270880A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11262486A JPS62270880A (en) 1986-05-19 1986-05-19 Hammering load relaxation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11262486A JPS62270880A (en) 1986-05-19 1986-05-19 Hammering load relaxation method

Publications (1)

Publication Number Publication Date
JPS62270880A true JPS62270880A (en) 1987-11-25

Family

ID=14591389

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11262486A Pending JPS62270880A (en) 1986-05-19 1986-05-19 Hammering load relaxation method

Country Status (1)

Country Link
JP (1) JPS62270880A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010082154A1 (en) * 2009-01-15 2010-07-22 Flsmidth A/S Damper arrangement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010082154A1 (en) * 2009-01-15 2010-07-22 Flsmidth A/S Damper arrangement

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