JPH03112421A - Depressurizing system of pipeline - Google Patents

Depressurizing system of pipeline

Info

Publication number
JPH03112421A
JPH03112421A JP24974189A JP24974189A JPH03112421A JP H03112421 A JPH03112421 A JP H03112421A JP 24974189 A JP24974189 A JP 24974189A JP 24974189 A JP24974189 A JP 24974189A JP H03112421 A JPH03112421 A JP H03112421A
Authority
JP
Japan
Prior art keywords
pressure
water
reducing valve
pressure reducing
water supply
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.)
Granted
Application number
JP24974189A
Other languages
Japanese (ja)
Other versions
JP2808020B2 (en
Inventor
Kazushi Oshima
一志 大島
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.)
Crown Eng Kk
Original Assignee
Crown Eng 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 Crown Eng Kk filed Critical Crown Eng Kk
Priority to JP24974189A priority Critical patent/JP2808020B2/en
Publication of JPH03112421A publication Critical patent/JPH03112421A/en
Application granted granted Critical
Publication of JP2808020B2 publication Critical patent/JP2808020B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To obtain the subject depressurizing system capable of providing complete depressurizing effects even in rapid fluctuation of pressure by branching a water draining pipe on the down stream side of a pressure reducing valve arranged in the course of a water supply pipe having the upstream side thereof connected to a high pressure water supply source, installing a safety valve and simultaneously providing air bags in a pipeline on the downstream side of the pressure reducing valve. CONSTITUTION:High pressure water is supplied from the upstream side of a water supply pipe 1 and the first and second gate valves 2 and 5 are opened to remove solid substances with strainers 3. The resultant water is subsequently depressurized to the set pressure with a pressure reducing valve 4. The depressurized supply water under reduced pressure is then distributed into branch pipes 12, passed through respective air bags 13, made to flow into branch pipes 14 and then scattered from irrigation apparatuses attached to the tip parts thereof on a field. In the process, fluctuation, such as a sudden rise in water pressure on the upstream side, due to rapid opening or closing of water supply plugs 15, etc., is absorbed and dampened with the air bags 13 without normally affecting the pressure reducing valve 4, etc., on the upstream side.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、例えば畑地等の圃場用潅がい給水システムに
おいて、パイプラインを低圧化することができるシステ
ムに関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a system that can reduce the pressure of a pipeline in, for example, an irrigation water supply system for fields such as fields.

[従来の技術1 従来の圃場層かい用給水システムには、ライン末端部に
おいて給水栓を設けたり、更にその先にスプリンクラ−
等の濯かい機器を配備している。
[Prior art 1] Conventional water supply systems for field strata include a water supply tap at the end of the line, and a sprinkler further beyond that.
We have rinsing equipment such as:

給水栓を開閉したり、スプリンクラ−等を作動させるこ
とにより、パイプラインに急激な水圧変動が生ずる。
Rapid fluctuations in water pressure occur in pipelines by opening and closing water taps or operating sprinklers.

このため、この種のパイプラインには鉄管等の高圧用パ
イプが使用されているのが実状である。
For this reason, high-pressure pipes such as iron pipes are currently used in this type of pipeline.

一般に、上記高圧用パイプは価格が高く、そのためにパ
イプラインの敷設は農家等にとって相当の設備負担とな
るばかりでなく、畑作物の価格の高騰を招き易い等の問
題2αがあった。
Generally, the above-mentioned high-pressure pipes are expensive, and therefore, the installation of pipelines not only imposes a considerable burden on farmers and the like, but also tends to cause a rise in the prices of field crops.

このような問題点を解決するために、パイプラインの途
中に減圧弁を配備して、その下流側のパイプを低圧化す
ることにより、価格の安い合成樹脂パイプを配管するこ
とが考えられる。
In order to solve these problems, it is conceivable to install a pressure reducing valve in the middle of the pipeline to reduce the pressure in the downstream pipe, thereby installing an inexpensive synthetic resin pipe.

[発明が解決しようとする課題1 しかしながら、給水管の途中に単に減圧弁のみを配置し
ただけでは、依然として次のような問題点が残る。
[Problem to be Solved by the Invention 1] However, simply arranging only a pressure reducing valve in the middle of a water supply pipe still leaves the following problems.

(1)減圧弁が、給水栓の閉鎖やスプリンクラ−等の作
用に伴って生ずる急激な圧力変動に対して作動遅れを生
じ、設定二次圧を大きくオーバーする恐れがある。
(1) The pressure reducing valve has a delay in its operation in response to sudden pressure fluctuations that occur due to the closing of a water tap or the action of a sprinkler, etc., and there is a risk that the secondary pressure will greatly exceed the set secondary pressure.

(2)パイプラインの延長や管材等の条件によっては、
パイプラインの圧力振動との共振現象が見られ、設定二
次圧を大きくオーバーする懸念がある。
(2) Depending on conditions such as pipeline length and pipe materials,
A resonance phenomenon with the pipeline pressure vibration was observed, and there is a concern that the set secondary pressure may be greatly exceeded.

本発明は、上記従来の問題点を解決するためになされた
もので、その目的とするところ1土、急激な圧力変動が
数時間単位で繰り返えされても、減圧弁による完全な減
圧効果を期待することができ、その結果、低価格のプラ
スチックパイプを使用して設備投資を極力抑えることの
できるパイプラインの低圧化システムを提供することに
ある。
The present invention has been made to solve the above-mentioned conventional problems, and its purpose is to ensure that the pressure reducing valve has a complete pressure reducing effect even if rapid pressure fluctuations are repeated every few hours. As a result, our objective is to provide a pipeline pressure reduction system that uses low-cost plastic pipes and can minimize capital investment.

[課題を解決するための手段] 本発明のパイプラインの低圧化システムは、上流側を高
圧水源に接続した給水管の途中に減圧弁を配備し、該減
圧弁の下流側において排水管を分岐せしめて安全弁を配
置すると共に、上記減圧弁の下流側のパイプラインの適
宜位置にエアーバッタを配備して、その下流側の圧力変
動を緩衝せしめるようにしたことを特徴とするものであ
り、上記減圧弁の下流側のパイプラインを合成樹脂製パ
イプにより配管することを特徴とするものである。
[Means for Solving the Problems] The pipeline pressure reduction system of the present invention provides a pressure reducing valve in the middle of a water supply pipe whose upstream side is connected to a high-pressure water source, and branches a drain pipe downstream of the pressure reducing valve. At least a safety valve is arranged, and an air batter is arranged at an appropriate position in the pipeline on the downstream side of the pressure reducing valve to buffer pressure fluctuations on the downstream side. This system is characterized in that the pipeline on the downstream side of the pressure reducing valve is constructed of a synthetic resin pipe.

[実施例1 以下、本発明の一実施例について図面を参照しながら説
明する。
[Embodiment 1] Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

第1図において、1は給水管であって、その上流側は高
圧水源に連絡されている。給水管1の下流側には、第1
仕切弁2、ストレーナ3、減圧弁4および第2仕切弁5
が順次配備されている。
In FIG. 1, 1 is a water supply pipe, the upstream side of which is connected to a high-pressure water source. On the downstream side of the water supply pipe 1, there is a first
Gate valve 2, strainer 3, pressure reducing valve 4 and second gate valve 5
are being deployed sequentially.

上記減圧弁4と第2仕切弁5の間の給水管1がらは排水
管6が分岐されている。詠排水管6には安全弁7、第3
仕切弁8および排水ビット9が配置されている。該排水
とット9により排水管6がらの急激かつ高速で流れる水
流の運動エネルギーが一旦減勢される。
A drain pipe 6 is branched from the water supply pipe 1 between the pressure reducing valve 4 and the second gate valve 5. A safety valve 7 and a third
A gate valve 8 and a drainage bit 9 are arranged. The kinetic energy of the water flow flowing rapidly and at high speed through the drain pipe 6 is once reduced by the drain cut 9.

10はバイパス管であって、第4仕切弁11により開閉
するようになっている。上記ストレーナ3及び減圧弁4
の保守点検時や故障時には、第1仕切弁2.第2仕切弁
5を閉鎖することになるが、この時に第4仕切弁11を
開け、上記バイパス管11を経由させて送水を行うこと
ができる。
Reference numeral 10 denotes a bypass pipe, which is opened and closed by a fourth gate valve 11. The above strainer 3 and pressure reducing valve 4
During maintenance inspection or in the event of a failure, the first gate valve 2. Although the second gate valve 5 is closed, the fourth gate valve 11 can be opened at this time to allow water to be fed through the bypass pipe 11.

上記給水管1の下流側端部には複数本の分岐管12が分
岐して配Wされている。該分岐W12の途中にはエアー
バック13が取り付けられている。
A plurality of branch pipes 12 are branched and arranged at the downstream end of the water supply pipe 1. An air bag 13 is attached to the middle of the branch W12.

該エアーバック13は、ゴムのバックに空気を封入した
構造となっていて、分岐管12内の急激な圧力変動を吸
収・緩衝するようになっている。該エアーバック13の
容量や設置箇所は、ウォーターハンマの値が分岐W12
内の許容最高圧力を越えない範囲で決定するのが好まし
い。
The air bag 13 has a structure in which air is sealed in a rubber bag, and is designed to absorb and buffer sudden pressure fluctuations within the branch pipe 12. The capacity and installation location of the air bag 13 are determined by the value of the water hammer W12.
It is preferable to determine the pressure within a range that does not exceed the maximum allowable pressure within the range.

上記分岐管12には多数の支W14が配!されていて、
その先端部にはスプリンクラ−等の濯がい機器(図示せ
ず)が配eされている。15は給水栓て°ある。
A large number of branches W14 are arranged in the branch pipe 12! has been,
A rinsing device (not shown) such as a sprinkler is disposed at its tip. 15 is a water tap.

上記減圧弁4より下流側の総ての又は大部分のパイプラ
インは、塩化ビニール等の安価な合成樹脂製パイプによ
り配管されている。
All or most of the pipelines downstream of the pressure reducing valve 4 are constructed of pipes made of inexpensive synthetic resin such as vinyl chloride.

次に、上記実施例システムによる給水作用にっいて説明
する。
Next, the water supply function of the above embodiment system will be explained.

まず、給水管1の上流側から給水ポンプ(図示せず)或
いは自然流下により高圧水を給水せしめると共に、第1
仕切弁2および第2仕切弁5を開くと、ストレーナ3に
より固形物が除去され、続いて減圧弁4により設定圧力
(例えば5 kg/ cm2程度)に減圧される。
First, high-pressure water is supplied from the upstream side of the water supply pipe 1 by a water supply pump (not shown) or by gravity, and
When the gate valve 2 and the second gate valve 5 are opened, solid matter is removed by the strainer 3, and then the pressure is reduced to a set pressure (for example, about 5 kg/cm2) by the pressure reducing valve 4.

圧力が低下した供給水は各分岐管12に分配され、各々
エアーバック13を通過して支管14に流れ、該支W1
4の先端部に取り付けられているスプリンクラ−等の濯
がい機器(図示せず)により圃場に散水される。
The supply water whose pressure has been reduced is distributed to each branch pipe 12, passes through an air bag 13, flows to a branch pipe 14, and is connected to the branch pipe W1.
Water is sprinkled onto the field by a rinsing device (not shown) such as a sprinkler attached to the tip of the field.

この際、給水栓15を急激に開閉したり、スプリンクラ
−等の断続給水機器など作動させると、その上流側の水
圧が急激に上昇したり変動する。
At this time, if the water supply faucet 15 is suddenly opened or closed or an intermittent water supply device such as a sprinkler is operated, the water pressure on the upstream side thereof will suddenly increase or fluctuate.

また、パイプラインや機器でのゴミ詰まりゃ故障等によ
っても二次圧の上昇がみられる。
In addition, secondary pressure can also increase due to clogging or malfunction of pipelines or equipment.

これらの水圧の上昇や変動は、エアーバック13により
吸収・緩衝されて、通常は上流側の減圧弁4等に影響を
及ぼさない。
These increases and fluctuations in water pressure are absorbed and buffered by the air bag 13, and normally do not affect the pressure reducing valve 4 and the like on the upstream side.

水を全く使用しない時などには、水圧」二昇が安全弁8
の設定圧力を大きく上まわる場合があり、このような場
合には、安全弁7が働いてパイプライン内の高圧水は排
水管6から排出され、減圧弁4に影響を与えることはな
い。
When not using water at all, the safety valve 8
In such cases, the safety valve 7 operates and the high-pressure water in the pipeline is discharged from the drain pipe 6 without affecting the pressure reducing valve 4.

第2図は減圧弁のみの場合のパイプライン各位置での水
圧変動を示すグラフであって、いずれの暗所においても
水圧が激しく変動していることが理解される。
FIG. 2 is a graph showing water pressure fluctuations at various positions in the pipeline when only a pressure reducing valve is used, and it can be seen that the water pressure fluctuates violently in any dark place.

これに対して、#tJ3図に示す本発明システムでは、
水圧変動は殆ど見られず、安定していることが理解でき
る。
On the other hand, in the system of the present invention shown in diagram #tJ3,
There are almost no fluctuations in water pressure, indicating that it is stable.

次に、本システムの理論的背景について説明する。Next, the theoretical background of this system will be explained.

a)圧力振動の吸収作用 エアーバック内に封入されている気体は、管路内に生ず
る圧力変化に対してボイルの法則に従って膨張・収縮す
る。この作用によって、−時的な管内圧の上昇に対して
はエアーバック内に流入し、下降時にはエアーバック内
から水が補給される。
a) Absorption of pressure vibrations The gas sealed in the air bag expands and contracts in accordance with Boyle's law in response to pressure changes occurring within the pipe. As a result of this action, water flows into the air bag in response to a temporal increase in the internal pressure of the pipe, and water is replenished from within the air bag when the pipe descends.

この効果によって、管内に生じた圧力振動は殆ど吸収さ
れ、かつ緩やかな波形(波長の長い波形)に変換される
Due to this effect, most of the pressure vibrations generated within the pipe are absorbed and converted into a gentle waveform (a waveform with a long wavelength).

l])水撃圧の低減効果(エアーバック設置による)緩
やかな波形に変換されるということは、管内の圧力伝播
速度αが遅くなることを意味する。水γ圧の大きさは、
下式で表され、aと比例関係にあることから、水撃圧の
値も小さくなる。
l]) Effect of reducing water hammer pressure (by installing an air bag) Conversion to a gentle waveform means that the pressure propagation velocity α in the pipe becomes slower. The magnitude of water gamma pressure is
Since it is expressed by the following formula and is in a proportional relationship with a, the value of water hammer pressure also becomes small.

第2図および第3図の天験例において、エアーバックを
設置したことによって、aが約1/4即ち水撃圧の値力
弓/4に低減されていることが解る。
In the experimental examples shown in FIGS. 2 and 3, it can be seen that by installing the air bag, a is reduced to approximately 1/4, that is, the value of water hammer pressure/4.

HIIlax=a1■/g ここにH+++ax:水撃圧の値(+6)a:伝播速度
(m/s) ■:管内流速(+a/s) g:重量加速度(9,8礒/52) C)エアーバック設置による減圧弁・安全弁の作動促進
効果 減圧弁は二次圧を一定に保つように作動するバルブであ
り、設定二次圧より高くなった時には弁体が閏の方向へ
、低くなった時には開の方向へ作動する。しかし、急激
な圧力上昇(下降)を生じた場合には弁体の動作が圧力
変動速度に追い付かず、設定二次圧を大きく上回る(下
回る)ことになる。
HIIlax=a1■/g where H+++ax: Value of water hammer pressure (+6) a: Propagation velocity (m/s) ■: Flow velocity in pipe (+a/s) g: Weight acceleration (9,8/52) C) Effect of promoting the operation of pressure reducing valves and safety valves by installing air bags A pressure reducing valve is a valve that operates to keep the secondary pressure constant, and when the secondary pressure becomes higher than the set secondary pressure, the valve body moves in the direction of the leap and lowers. Sometimes it operates in the open direction. However, if a sudden pressure rise (fall) occurs, the operation of the valve body cannot keep up with the pressure fluctuation speed, and the secondary pressure will greatly exceed (below) the set secondary pressure.

ここで、エアーバンクを設置することにより、a)で述
べたように、圧力変動を緩やかに変換することから、弁
体の作動遅れが解消される。
Here, by installing the air bank, as described in a), since pressure fluctuations are gently converted, the delay in actuation of the valve body is eliminated.

減圧弁が二次圧一定型のパルプであるのに対し、安全弁
し一次圧(安全弁上流圧、言い替えれば減圧弁二次圧)
一定型であるが、構造・作動原理は全く減圧弁と同様で
ある。従って、弁体の作動遅れの問題も同様であり、エ
アーバック設置によって解消される。
While the pressure reducing valve is a pulp with a constant secondary pressure, the safety valve has a constant primary pressure (safety valve upstream pressure, in other words, pressure reducing valve secondary pressure)
Although it is a fixed type, its structure and operating principle are exactly the same as a pressure reducing valve. Therefore, the problem of valve element activation delay is also the same, and can be solved by installing an air bag.

[発明の効果] 1)減圧弁の下流側のパイプラインの適宜位置にエアー
バックを配備して、その下流側の圧力変動を緩衝せしめ
るようにしたので、減圧弁の確実かつ安定した作動が保
障される。
[Effects of the invention] 1) Air bags are installed at appropriate positions in the pipeline downstream of the pressure reducing valve to buffer pressure fluctuations on the downstream side, ensuring reliable and stable operation of the pressure reducing valve. be done.

2)急激な圧力変動に対して安全弁が作動遅れしても、
エアーバックがこの急激な圧力変動を吸収するので、安
全弁を確実に作動せしめることができる。
2) Even if the safety valve is delayed in response to sudden pressure fluctuations,
Since the air bag absorbs this sudden pressure fluctuation, the safety valve can be operated reliably.

3)圧力の維持管理をエアーバックにより行うため、管
理が容易で価格が安い利、αがある。
3) Since the pressure is maintained and managed using an air bag, it has the advantage of being easy to manage and being cheap.

4)減圧弁の下流側のパイプラインを合成樹脂製パイプ
により配管するようにしたので、パイプラインの設備費
が極めて安価となり、パイプラインの汗及を促進するこ
とができる。
4) Since the pipeline on the downstream side of the pressure reducing valve is constructed using a synthetic resin pipe, the equipment cost for the pipeline becomes extremely low, and the efficiency of the pipeline can be promoted.

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

第1図は本発明システムの70−図、第2図は減圧弁の
みの場合の各位置での水圧変動を示すグラフ、PttJ
3図は本発明システムによる同様の水圧変動を示すグラ
フである。 1・・・給水管、2・・・ml仕切弁、3・・・ストレ
ーナ、4・・・減圧弁、5・・・第2仕切弁、6・・・
排水管、7・・・安全弁、8・・・第3仕切弁、9・・
・排水ピント、10・・・バイパス管、11・・・第4
仕切弁、12・・・分岐管、13・・・エアーバック、
14・・・支管、15・・・給水栓。
Figure 1 is a 70-diagram of the system of the present invention, Figure 2 is a graph showing water pressure fluctuations at each position in the case of only a pressure reducing valve, PttJ
FIG. 3 is a graph showing similar water pressure fluctuations according to the system of the present invention. 1... Water supply pipe, 2... ml gate valve, 3... Strainer, 4... Pressure reducing valve, 5... Second gate valve, 6...
Drain pipe, 7...Safety valve, 8...Third gate valve, 9...
・Drainage pinto, 10... bypass pipe, 11... 4th
Gate valve, 12... branch pipe, 13... air bag,
14... Branch pipe, 15... Water tap.

Claims (1)

【特許請求の範囲】 1、上流側を高圧水源に接続した給水管の途中に減圧弁
を配備し、該減圧弁の下流側において排水管を分岐せし
めて安全弁を配置すると共に、上記減圧弁の下流側のパ
イプラインの適宜位置にエアーバックを配備して、その
下流側の圧力変動を緩衝せしめるようにしたことを特徴
とするパイプラインの低圧化システム。 2、上記減圧弁の下流側のパイプラインを合成樹脂製パ
イプにより配管することを特徴とする請求項1に記載の
パイプラインの低圧化システム。
[Claims] 1. A pressure reducing valve is provided in the middle of a water supply pipe whose upstream side is connected to a high-pressure water source, and a safety valve is provided by branching a drain pipe downstream of the pressure reducing valve. 1. A pipeline pressure reduction system, characterized in that an air bag is provided at an appropriate position on the downstream side of the pipeline to buffer pressure fluctuations on the downstream side. 2. The pipeline pressure reduction system according to claim 1, wherein the pipeline downstream of the pressure reducing valve is constructed of a synthetic resin pipe.
JP24974189A 1989-09-26 1989-09-26 Pipeline low pressure system Expired - Lifetime JP2808020B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24974189A JP2808020B2 (en) 1989-09-26 1989-09-26 Pipeline low pressure system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24974189A JP2808020B2 (en) 1989-09-26 1989-09-26 Pipeline low pressure system

Publications (2)

Publication Number Publication Date
JPH03112421A true JPH03112421A (en) 1991-05-14
JP2808020B2 JP2808020B2 (en) 1998-10-08

Family

ID=17197523

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24974189A Expired - Lifetime JP2808020B2 (en) 1989-09-26 1989-09-26 Pipeline low pressure system

Country Status (1)

Country Link
JP (1) JP2808020B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100594479B1 (en) * 2004-11-23 2006-07-03 상주대학교산학협력단 Underground watering system
JP2017108663A (en) * 2015-12-15 2017-06-22 積水化学工業株式会社 Water management system and water management server
CN114747458A (en) * 2022-04-07 2022-07-15 郑州黄河河务局惠金黄河河务局 Environment-friendly hydraulic engineering automatic irrigation water conservation shower nozzle
CN114747458B (en) * 2022-04-07 2023-04-07 郑州黄河河务局惠金黄河河务局 Environment-friendly hydraulic engineering automatic irrigation water-saving spray head

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