JPS59133900A - Prevention against water hammer - Google Patents

Prevention against water hammer

Info

Publication number
JPS59133900A
JPS59133900A JP708283A JP708283A JPS59133900A JP S59133900 A JPS59133900 A JP S59133900A JP 708283 A JP708283 A JP 708283A JP 708283 A JP708283 A JP 708283A JP S59133900 A JPS59133900 A JP S59133900A
Authority
JP
Japan
Prior art keywords
valve
safety valve
pressure
side passage
water hammer
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
JP708283A
Other languages
Japanese (ja)
Inventor
Kunihiro Mihashi
三橋 邦宏
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui Zosen KK
Original Assignee
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui Zosen KK
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 Mitsui Engineering and Shipbuilding Co Ltd, Mitsui Zosen KK filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP708283A priority Critical patent/JPS59133900A/en
Publication of JPS59133900A publication Critical patent/JPS59133900A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D1/00Pipe-line systems
    • F17D1/20Arrangements or systems of devices for influencing or altering dynamic characteristics of the systems, e.g. for damping pulsations caused by opening or closing of valves

Abstract

PURPOSE:To make a piping system so as to be freely selected without fear of water hammer happening as well as to prevent the occurrence of any damage to piping, by installing a safety valve, which provides a spring for a valve disc, in a side passage, while allowing abnormal high pressure only to run in the same direction of a flow in a main pipe. CONSTITUTION:A valve disc 4a of a safety valve 4 is provided with a spring 4b, and at a side passage 3, a flow of abnormal high pressure caused by a water hammer in the same direction as that of a flow in a main pipe 1, namely, an arrow 6 direction alone is allowed to run. Closing a main valve 2, when pressure waves are settled if statically determinate pressure at the valve upstream side is set down to PA while that at the down-stream side is to PB, working pressure of the safety valve 4 is to be set down to PA-PB+alpha>0 in advance. This sign alpha is of spring force for making the safety valve open when the water hammer gets statically determined. At the side passage, an auxiliary valve 2 is installed, and under usual operating conditions, both the main valve 2 and the auxiliary valve 5 are opened in advance, and when the main valve 2 is closed, the safety valve 4 is as well opened, flowing through the side passage 3.

Description

【発明の詳細な説明】 本発明は弁を閉じた時、あるいはポンプの発停時に起る
ウォーターハンマーによる配管系の破損の防止装置に関
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for preventing damage to a piping system due to water hammer that occurs when a valve is closed or when a pump is started or stopped.

各種プラントの配管系においては弁の閉鎖、ポンプの起
動、停止時に液体の慣性により、ウォーターハンマーと
呼ばれる圧力波が生じ、配管系を破損する事故が多くみ
られる。従来これを防止するために圧力波の大きさの予
測を特性曲線等によシ計算機でシミュレーションし、弁
の閉鎖の速度を調整したり、各部(ポンプ、弁等)の作
動順序。
In the piping systems of various plants, pressure waves called water hammer are generated due to the inertia of the liquid when valves are closed or pumps are started or stopped, causing many accidents that damage the piping systems. Conventionally, in order to prevent this, the size of the pressure wave was predicted using a characteristic curve, and simulated using a computer, and the closing speed of the valve was adjusted, and the order of operation of each part (pump, valve, etc.) was adjusted.

プラントの運転要領等を決定していた。しかしながらこ
のような方法では弁の制御方式、運転要領等を決定する
ために面倒なシミュレーションが必要なだけでなく、誤
動作により配管系を破損させてしまう場合もあるため完
全に安全な方策とは言えなかった。本発明はこのような
ウォーターハンマーによる圧力を嵌減する装置である。
The plant's operating procedures were determined. However, this method not only requires troublesome simulations to determine valve control methods and operating procedures, but also can damage the piping system due to malfunction, so it is not a completely safe method. There wasn't. The present invention is a device for reducing the pressure caused by such water hammer.

第1図は弁の場合の本発明の装置を系統図で示し、1は
主管、2は主弁、6は主弁2の側路、4はウォーターノ
・ンマーによる圧力を低減する安全弁である。安全弁4
の弁体4aにはばね4bを課し。
Fig. 1 shows a system diagram of the device of the present invention in the case of a valve, where 1 is a main pipe, 2 is a main valve, 6 is a side passage of the main valve 2, and 4 is a safety valve that reduces the pressure due to water pressure. . safety valve 4
A spring 4b is applied to the valve body 4a.

安全弁4は側路6に於て主管1における流れ方向すなわ
ち矢印乙の方向と同方向のウォーターノ・ンマーによる
異状高圧の流れのみを許すようになつている。このよう
な装置で主弁2を閉じて圧力波動(ウォーターノ・ンマ
ー)がおさまったときにおける弁上流側の静定圧力をP
A、下流側をPBとする。このとき安全弁4の作動圧力
をpA−pB十α〉0に設定しておく  (PA>PB
)。αはウォーターノーンマーが静定したときに安全弁
が閉になるだめの必要なばねの力である。側路には副弁
5をおき。
The safety valve 4 is designed to only allow abnormally high pressure flow due to water pressure in the side passage 6 in the same direction as the flow direction in the main pipe 1, that is, the direction of arrow B. In such a device, when the main valve 2 is closed and the pressure wave (water pressure) subsides, the static constant pressure on the upstream side of the valve is P.
A, the downstream side is PB. At this time, set the operating pressure of the safety valve 4 to pA-pB+α〉0 (PA>PB
). α is the spring force required to close the safety valve when the water norm is stabilized. A sub-valve 5 is placed in the side passage.

通常の運転状態では主弁2は開、副弁5も開としておく
。このとき安全弁4は上流側圧力と下流側圧力は等しい
(このときの圧力をPOとする)ため閉じている。ここ
で主弁2を閉じると上流側圧力はP。+f(t) 、下
流側圧力はPO−g(t)となる。ここでf(t)、 
g(t)はウォーターハンマーにより生ずる圧力変動で
tは時間である。従って安全弁を開けようとする力はf
(t)+ g(t)となり、  f(t)+g(t)>
PA+PB+αとなると、安全弁4が開き側路3を通し
て上流側より下流側に液体は流れる。このことによって
下流側圧力のウォーターハンマーによる上昇は低減し、
同時に上流側圧力が負になるのを防止する。
Under normal operating conditions, the main valve 2 is open and the sub-valve 5 is also open. At this time, the safety valve 4 is closed because the upstream pressure and the downstream pressure are equal (the pressure at this time is PO). When the main valve 2 is closed, the upstream pressure becomes P. +f(t), and the downstream pressure is PO-g(t). Here f(t),
g(t) is the pressure fluctuation caused by water hammer, and t is time. Therefore, the force trying to open the safety valve is f
(t) + g(t), f(t)+g(t)>
When PA+PB+α, the safety valve 4 opens and the liquid flows from the upstream side to the downstream side through the side passage 3. This reduces the rise in downstream pressure due to water hammer,
At the same time, it prevents the upstream pressure from becoming negative.

このようにしてウォーターハンマーによる圧力変動を低
減でき、主弁2を必要とする速さで動かすことができ、
かつ配管の破損が防止できる。ウォーターハンマー静定
後は安全弁4が閉となり、上流側と下流側の液体の流れ
は停止する。副弁5は通常の主弁2閉時の圧力差pA−
pBが何らかの要因で変化する場合には閉として、上流
と下流の流れを完全に停止させるために使用する。主弁
2゜副弁5.安全弁4は市販のものを使用することがで
きる。
In this way, pressure fluctuations due to water hammer can be reduced, and the main valve 2 can be moved at the required speed.
Moreover, damage to piping can be prevented. After the water hammer settles down, the safety valve 4 is closed and the flow of liquid on the upstream and downstream sides is stopped. The sub-valve 5 has a pressure difference pA- when the main valve 2 is normally closed.
If pB changes for some reason, it is closed and used to completely stop the upstream and downstream flows. Main valve 2° Sub-valve 5. As the safety valve 4, a commercially available one can be used.

第2図はポンプの場合を示し、10はポンプ、11は吸
込管、12は吐出管、13は起動用側路、14はそこに
設置された起動用安全弁、16は停止用側路。
FIG. 2 shows the case of a pump, where 10 is a pump, 11 is a suction pipe, 12 is a discharge pipe, 13 is a starting side passage, 14 is a starting safety valve installed therein, and 16 is a stopping side passage.

17は停止用安全弁、矢印19は主流方向である。起動
用安全弁14の弁体14aにはばね14bが課され。
Reference numeral 17 indicates a stop safety valve, and arrow 19 indicates the main flow direction. A spring 14b is applied to the valve body 14a of the starting safety valve 14.

これによシ安全弁14は主流方向19と逆方向の異状高
圧の流れのみを許し、弁体17a、ばね171)よシな
る停止用安全弁17は主流19と同方向の異状高圧の流
れのみを許すものである。
Accordingly, the safety valve 14 only allows the abnormally high pressure to flow in the opposite direction to the main flow direction 19, and the stop safety valve 17, which includes the valve body 17a and the spring 171), allows only the abnormally high pressure to flow in the same direction as the main flow 19. It is something.

ポンプ10の定常作動時における吸込管11の圧力をp
Aとし、吐出側12の圧力をPB (PB > PA 
)とする。
The pressure in the suction pipe 11 during steady operation of the pump 10 is p
A, and the pressure on the discharge side 12 is PB (PB > PA
).

ポンプ10を起動させた場合、吐出管12の圧力は急激
に上り、一方吸込管11では圧力が低下してウォーター
ハンマー現象が生じる。このため前述のように起動用と
して起動用安全弁14を起動用側路16に取付ける。作
動原理は前述の弁を閉じるときと同じであり、弁の作動
条件をPB−PA十α〉0とすればよい。−起動による
急激な吐出圧力上昇成分は起動用安全弁14を通して吸
込管11へ流れ込み、このことによって同時に吸込管1
1内の負圧を上昇させる。起動時においては停止用側路
16に取付けた停止用安全弁17は逆方向に圧力が高い
ため閉じたままとなる。
When the pump 10 is started, the pressure in the discharge pipe 12 increases rapidly, while the pressure in the suction pipe 11 decreases, causing a water hammer phenomenon. Therefore, as described above, the starting safety valve 14 is attached to the starting side path 16 for starting. The operating principle is the same as when closing the valve described above, and the operating condition of the valve may be set to PB-PA+α>0. - The component of the sudden increase in discharge pressure due to startup flows into the suction pipe 11 through the startup safety valve 14, and this causes the suction pipe 1 to
Increase the negative pressure inside 1. At the time of startup, the stop safety valve 17 attached to the stop side passage 16 remains closed because the pressure is high in the opposite direction.

次に停止時には吸込側の圧力が増大し、吐出側の圧力が
下がる。この場合の停止用安全弁17の作動条件は通常
では吸込側の圧力が低いためα〉0((χは安全弁の弁
を閉じるだめのばね力)で作動するように設定しておく
。以上2つの側路13,16と安全弁14.17を設置
することによってポンプ発停時のウォーターハンマーに
よる配管系の破損を防止することができる。
Next, when stopping, the pressure on the suction side increases and the pressure on the discharge side decreases. In this case, the operating conditions for the stop safety valve 17 are normally set so that it operates at α>0 ((χ is the spring force required to close the safety valve) because the pressure on the suction side is low. By installing the side passages 13 and 16 and the safety valves 14 and 17, it is possible to prevent damage to the piping system due to water hammer when the pump is turned on and off.

上記の装置を設置することにより弁2の扉類。Doors of valve 2 can be installed by installing the above device.

ポンプ10の発停をウォーターハンマーの解析及びその
制御を考慮することなく、自由に配管系を選び得、かつ
配管の破損を防止することができる。
It is possible to freely select a piping system for starting and stopping the pump 10 without considering water hammer analysis and its control, and damage to the piping can be prevented.

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

第1図は弁の場合の、第2図はポンプの場合の何れも本
発明のウォーターノ・・ンマー防止装置の系統図である
。 1 主管 2 主弁 5 主弁の側路 4 安全弁  4a同弁体  4bはね5 副弁 6 主流方向の矢印 10  ポンプ 11  吸込管 12  吐出管 13  起動用側路 14  起動用安全弁  14a弁体  14bばね1
6  停止用側路 17  停止用安全弁  17a弁体  17bばね1
9  主流方向の矢印 出願人 三井造船株式会社 代理人  河 1)茂 夫 第2図 58
FIG. 1 is a system diagram for a valve, and FIG. 2 is a system diagram for a pump. 1 Main pipe 2 Main valve 5 Main valve side passage 4 Safety valve 4a Valve element 4b Spring 5 Sub-valve 6 Main stream direction arrow 10 Pump 11 Suction pipe 12 Discharge pipe 13 Starting side passage 14 Starting safety valve 14a Valve element 14b Spring 1
6 Stopping side path 17 Stopping safety valve 17a valve body 17b spring 1
9 Arrow in mainstream direction Applicant Mitsui Engineering & Shipbuilding Co., Ltd. Agent Kawa 1) Shigeo Figure 2 58

Claims (1)

【特許請求の範囲】 1)主弁に安全弁をもつ側路をおき、この安全弁には主
管の流れと同方向の異状高圧の流れのみを許すように弁
体にばねを課したウォーター・・ンマー防止装置。 2)ポンプにそれぞれ安全弁をもつ2つの側路をおき、
この側路の一つの安全弁には主管の流れと同方向の、他
の側路の安全弁には主管の流れと反対方向の何れも異状
高圧の流れのみを許すようにしてそれぞれの弁体にばね
を課したウォーターハンマー防止装置。
[Claims] 1) A side passage with a safety valve is provided in the main valve, and the safety valve has a water valve with a spring imposed on the valve body so as to only allow flow of abnormally high pressure in the same direction as the flow in the main pipe. Prevention device. 2) Place two side channels on the pump, each with a safety valve,
One of the safety valves in this side passage has a spring in each valve body, allowing only abnormally high pressure flow in the same direction as the flow in the main pipe, and in the safety valve in the other side passage in the opposite direction to the flow in the main pipe. Water hammer prevention device.
JP708283A 1983-01-18 1983-01-18 Prevention against water hammer Pending JPS59133900A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP708283A JPS59133900A (en) 1983-01-18 1983-01-18 Prevention against water hammer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP708283A JPS59133900A (en) 1983-01-18 1983-01-18 Prevention against water hammer

Publications (1)

Publication Number Publication Date
JPS59133900A true JPS59133900A (en) 1984-08-01

Family

ID=11656162

Family Applications (1)

Application Number Title Priority Date Filing Date
JP708283A Pending JPS59133900A (en) 1983-01-18 1983-01-18 Prevention against water hammer

Country Status (1)

Country Link
JP (1) JPS59133900A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003078083A2 (en) * 2002-03-15 2003-09-25 Moser, Volker Method and device for attenuating pressure surges of liquids flowing inside a liquid conduit

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003078083A2 (en) * 2002-03-15 2003-09-25 Moser, Volker Method and device for attenuating pressure surges of liquids flowing inside a liquid conduit
WO2003078083A3 (en) * 2002-03-15 2003-12-24 Klaus Sauer Method and device for attenuating pressure surges of liquids flowing inside a liquid conduit
US8375976B2 (en) 2002-03-15 2013-02-19 Volker Moser Method and device for attenuating pressure surges of liquids flowing inside a liquid conduit

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