JPS63210500A - Water feeding device in aqueduct - Google Patents

Water feeding device in aqueduct

Info

Publication number
JPS63210500A
JPS63210500A JP4118987A JP4118987A JPS63210500A JP S63210500 A JPS63210500 A JP S63210500A JP 4118987 A JP4118987 A JP 4118987A JP 4118987 A JP4118987 A JP 4118987A JP S63210500 A JPS63210500 A JP S63210500A
Authority
JP
Japan
Prior art keywords
water
valve
pipe
waterway
conduit
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
JP4118987A
Other languages
Japanese (ja)
Other versions
JPH063280B2 (en
Inventor
Manabu Oba
大羽 学
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.)
EE T KK
Original Assignee
EE T 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 EE T KK filed Critical EE T KK
Priority to JP4118987A priority Critical patent/JPH063280B2/en
Publication of JPS63210500A publication Critical patent/JPS63210500A/en
Publication of JPH063280B2 publication Critical patent/JPH063280B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Pipeline Systems (AREA)

Abstract

PURPOSE:To prevent the water hammer action in a water feed conduit after a water discharge quantity adjusting valve is closed by connecting a pressure tank to the tip of a branch main conduit provided in the middle of the water feed conduit and providing a flow velocity adjusting valve on a conduit bypassing the branch main conduit. CONSTITUTION:A branch main conduit 31 is extracted from the mid-section of a water feed conduit 12, and a pressure tank 32 is connected to the tip of this branch main conduit 31. A check valve 33 closed by the water flowing from the water feed conduit 12 to the pressure tank 32 is provided on the branch main conduit 31, a bypass conduit 34 is provided for this check valve 33, and a flow velocity adjusting valve 35 is provided on this bypass conduit 34. When a water discharge quantity adjusting valve 14 is closed, the water flowing in the water feed conduit 12 passes the bypass conduit 34 from the branch main conduit 31 and flees into the pressure tank 32. At that time, the abrupt inflow into the tank is prevented by the fluid resistance of the bypass conduit 34 and the flow velocity adjusting valve 35, thus the flow velocity in the water feed conduit 12 is slowly decreased. Accordingly, a water hammer is prevented from occurring.

Description

【発明の詳細な説明】 〔発明の目的〕 (産業上の利用分野) 本発明は、例えば、主水路から支水路に水を送水する場
合に使用される送水装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to a water conveying device used, for example, when conveying water from a main waterway to a tributary waterway.

(従来の技術) 従来、主水路から送水管路により遠隔地の支水路にポン
プにて送水を行う場合、送水管路中に介設されたポンプ
を始動および停止させるためのフ[1−トスイッチ(水
面とともに変位するフロートが設定レベルに達するとオ
ンまたはオフする接点を有するスイッチ)を前記支水路
内に設け、このフロートスイッチによってポンプ駆動モ
ータを制御し、送水制御を行うようにしているが、この
方式rは、ポンプモータとフロートスイッチとの間の電
気配線が非常に長くなる。
(Prior art) Conventionally, when pumping water from a main waterway to a tributary waterway in a remote area via a water supply pipe, a foot [1- A switch (a switch having a contact that turns on or off when a float that displaces with the water surface reaches a set level) is installed in the tributary waterway, and the float switch controls the pump drive motor to control water supply. In this method, the electrical wiring between the pump motor and the float switch is very long.

また、支水路に開口した送水管路の出口に、実公昭58
−14299号公報に示されるような放水m調整弁(一
種の)[1−トバルブ)を設け、この弁をフロートによ
って開閉制御して、支水路の水面レベルを一定に保つよ
うにしたものがある。
In addition, at the exit of the water supply pipe that opened into the tributary waterway, there was a
-There is a system that is equipped with a water discharge m adjustment valve (a type of 1-to-valve) as shown in Publication No. 14299, and this valve is controlled to open and close by a float to keep the water level of the tributary waterway constant. .

この場合、放水量調整弁が閉じると、送水管路内の水圧
が上品するので、その水圧の変化を送水管路に設けた圧
力スイッチで検知して、送水管路中に設けられているポ
ンプを停止する。
In this case, when the water discharge amount adjustment valve closes, the water pressure in the water pipeline increases, so the change in water pressure is detected by a pressure switch installed in the water pipeline, and the pump installed in the water pipeline stop.

このような放水fiawA整弁を用いる場合は、その放
水1調整弁の急激な開閉により水撃が発生しやすく、こ
の水撃発生が管路破損を誘発したり、管路末端での管路
抵抗のばらつぎによる送水量のアンバランスを起こし、
不都合である。
When using such a water discharge fiawA regulating valve, water hammer is likely to occur due to the rapid opening and closing of the water discharge 1 regulating valve, and this water hammer may induce pipe damage or cause pipe resistance at the end of the pipe. This causes an imbalance in the amount of water supplied due to uneven water supply.
It's inconvenient.

前記水撃現象が発生する原因としては、送水管路の出口
にある前記放水m調整弁を急に閉鎖し、管路内の運動(
流れ)を阻止することにより、弁部の圧力が上背して、
その持っていた運動エネルギが水および管の弾性エネル
ギに変わる。しかし管路内の他の部分は今までの方向に
流れている。
The cause of the water hammer phenomenon is that the water discharge m adjustment valve at the outlet of the water supply pipe is suddenly closed, and the movement within the pipe (
By blocking the flow (flow), the pressure at the valve increases,
The kinetic energy it had is converted into the elastic energy of the water and the tube. However, other parts of the pipeline continue to flow in the same direction.

このとき圧力上背を生じた部分がすぐ隣の部分の運動(
流れ)を阻止するため大きな圧力波となって、管路内を
ある周期をもっで、順次伝わっていくことが原因である
At this time, the part that caused the pressure on the back causes the movement of the part immediately next to it (
This is caused by the fact that large pressure waves are created to block the flow of water, and they propagate sequentially through the pipes with a certain period.

この水撃現象が生ずると、管路が破裂するおそれがある
When this water hammer phenomenon occurs, there is a risk that the pipeline will burst.

この水撃作用の発生を回避するには、放水石調整弁の閉
鎖時間を長くするか、または、弁が急に閉じても管路内
の流速が急にOとならないように、管路に逃がしを設け
て、管路内の流速をゆっくり下げるかすればよい。
To avoid this water hammer effect, either lengthen the closing time of the water stone regulating valve, or set the pipe so that the flow velocity in the pipe does not suddenly drop to zero even if the valve closes suddenly. All you have to do is provide a relief and slowly reduce the flow velocity in the pipe.

前記放水[相]調整弁の閉鎖時間を長くでることは、こ
の弁の作動特性上において限度があり、また安定した送
水を行うための解決とはならない。
Prolonging the closing time of the water discharge [phase] regulating valve has a limit in terms of the operating characteristics of this valve, and is not a solution for stable water supply.

また、いったん閉じた前記放水m調整弁が放水を再開し
たとき、従来は、ポンプが始動して水が送水管路を通り
、放水量″A調整弁て規定恒に達するまで、相当な時間
を費やしていた。
In addition, when the water discharge m regulating valve resumes discharging water after it has been closed, conventionally, it takes a considerable amount of time for the pump to start, the water to pass through the water supply pipe, and for the water discharge amount to reach the specified value. was spending.

(発明が解決しようとする問題点) このように、従来は、ポンプ制御用フロートスイッチを
設ける場合は、そのフロートスイッチに要する配線の無
駄があり、また、放水量調整弁を設ける場合は、水撃現
象の発生による管破損等の問題があり、この水撃現像を
防止するtこめに放水量調整弁のrim時間を長くする
ことは技術的な限界があり、さらに、ポンプによる送水
を再開したとき水が末端まで行きわたるまで時!mがか
かる問題がある。
(Problems to be Solved by the Invention) Conventionally, when a float switch for pump control is provided, the wiring required for the float switch is wasted, and when a water discharge amount adjustment valve is provided, the There were problems such as pipe breakage due to the occurrence of water hammer, and there was a technical limit to increasing the rim time of the water discharge adjustment valve to prevent water hammer, and furthermore, water supply by the pump had to be restarted. Time until the water reaches the end! There is a problem that requires m.

本発明は、このような種々の問題点を解決するために、
放水m調整弁が閑じた後の送水管路の流速をゆっくり下
げることで水撃の発生を防止できる点に着目し、送水管
路から引出した分岐主管路に対して、圧力タンクと、逆
止弁と、流速調整弁を有するバイパス管路とを有機的に
組合せて設けることで、以上の不具合に対し、確実に半
永久的にかつ低コストで対処することを目的とする。
In order to solve these various problems, the present invention has the following features:
Focusing on the fact that water hammer can be prevented by slowly lowering the flow rate of the water supply pipe after the water discharge m adjustment valve is idle, we installed a pressure tank and a The purpose of this invention is to reliably and semi-permanently deal with the above problems at low cost by providing an organic combination of a stop valve and a bypass conduit having a flow rate regulating valve.

〔発明の構成〕[Structure of the invention]

(問題点を解決するための手段) 本発明は、一方の水路11から送水管路12を経て他方
の水路13内に設けられた放水量調整弁14に水を供給
する水路における送水装置において、前記送水管路12
の途中部から分岐主管路31が引出され、この分岐主・
管路31の先端に圧力タンク32が接続され、前記分岐
主管路31中に、送水管路12がら圧力タンク32に向
って流れる水によって閉じられる逆止弁33が介設され
、この逆1弁33に対して前記分岐主管路31にバイパ
ス管路34が設けられ、このバイパス管路34中に流速
調整弁35が設けられたものである。
(Means for Solving the Problems) The present invention provides a water supply device for a waterway that supplies water from one waterway 11 through a water supply pipe 12 to a water discharge amount adjustment valve 14 provided in the other waterway 13. Said water pipe line 12
A branch main pipe 31 is drawn out from the middle of the branch pipe.
A pressure tank 32 is connected to the tip of the pipe line 31, and a check valve 33 that is closed by water flowing from the water supply pipe line 12 toward the pressure tank 32 is interposed in the branch main pipe line 31. 33, a bypass line 34 is provided in the branched main line 31, and a flow rate regulating valve 35 is provided in this bypass line 34.

(作用) 本発明は、放水量調整弁14が閉じたとき、送水管路1
2内の流水は、前記分岐主管路31からバイパス管路3
4を通って圧力タンク32の内部に逃げ込むが、そのと
ぎ、バイパス管路34および流速調整弁35の流体抵抗
により急激なタンク内への流れ込みは防止されるので、
送水管路12内の流速はゆっくり下がる。これにより、
水撃の発生が防止される。
(Function) In the present invention, when the water discharge amount adjustment valve 14 is closed, the water supply pipe 1
2 flows from the branch main pipe 31 to the bypass pipe 3.
4 and escapes into the pressure tank 32, but then the fluid resistance of the bypass line 34 and the flow rate adjustment valve 35 prevents the fluid from rapidly flowing into the tank.
The flow velocity in the water pipe 12 decreases slowly. This results in
Water hammer is prevented from occurring.

一方、前記放水量調整弁14が開かれると、圧力タンク
32の内部に蓄圧された水が、タンク内圧によって、送
水管路12に加圧供給され、ポンプ24による本格的送
水までの時間的な遅れが補われる。
On the other hand, when the water discharge amount adjustment valve 14 is opened, the water accumulated inside the pressure tank 32 is pressurized and supplied to the water supply pipe line 12 by the tank internal pressure, and the time until full-scale water supply by the pump 24 is increased. The delay will be compensated.

(実施例) 以下、本発明を図面に示される実施例を参照して詳細に
説明する。
(Examples) Hereinafter, the present invention will be described in detail with reference to examples shown in the drawings.

第1図に示されるように、一方の水路としての主水路1
1から送水管路12を経て他方の水路としての放水路1
3内に設けられた放水を調整弁14に水を供給する送水
装置がある。
As shown in Figure 1, the main waterway 1 as one waterway
1 through the water supply pipe 12 to the discharge waterway 1 as the other waterway.
There is a water supply device that supplies water to the regulating valve 14 by discharging water provided in the control valve 14 .

前記送水管路12の給水ロー源側には、ストレーナ21
、逆止弁22、弁23、送水ポンプ24、逆止弁25お
よび弁26が順次設けられ、水は、この順番の方向に流
通可能である。
A strainer 21 is installed on the water supply low source side of the water supply pipe 12.
, check valve 22, valve 23, water pump 24, check valve 25, and valve 26 are provided in this order, and water can flow in this order.

また、前記送水管路12の途中部から分岐主管路31が
引出され、この分岐主管路31の先端に圧力タンク32
が接続されている。この圧力タンク32は、サージタン
クとしての機能と、アキュムレータとしての機能と、圧
力検出容器としての機能とを合せ持っている。前記分岐
主管路31中に、送水管路12から圧力タンク32に向
って流れる水によって閉じられる逆止弁33が介設され
、この逆1弁33に対して前記分岐):管路31にバイ
パス管路34が設けられ、このバイパス管路34中に流
速調整弁(可変絞り弁)35が設けられている。分岐主
管路31は太い管で構成され、管路抵抗が小さいのに対
して、バイパス管路34は細い管で構成され、このバイ
パス管路自体が固定絞り抵抗の役目をする。
Further, a branch main pipe 31 is drawn out from the middle of the water supply pipe 12, and a pressure tank 32 is installed at the tip of the branch main pipe 31.
is connected. This pressure tank 32 has the functions of a surge tank, an accumulator, and a pressure detection container. A check valve 33 that is closed by water flowing from the water supply pipe 12 toward the pressure tank 32 is interposed in the branch main pipe 31, and a bypass is provided to the branch pipe 31 for this reverse 1 valve 33. A pipe line 34 is provided, and a flow rate regulating valve (variable throttle valve) 35 is provided in this bypass pipe line 34. The branch main pipe 31 is made up of a thick pipe and has low pipe resistance, whereas the bypass pipe 34 is made of a thin pipe, and this bypass pipe itself serves as a fixed throttle resistance.

前記分岐主管路31が前記圧力タンク32に接続される
部分には、タンク内圧力を表示する圧力計36と、タン
ク内圧によって作動する圧力スイッチ37とが設けられ
ている。この圧力スイッチ37は、タンク内圧が一定の
設定圧まで上背するとオフとなって、送水ポンプ駆動用
電動機を停止させ、ポンプ24による送水を停止し、ま
たタンク内圧が一定の設定圧まで下降するとオンとなっ
て、送水ポンプ駆動用電動機を作動させ、ポンプ24に
よる送水を開始する。
A pressure gauge 36 that displays the tank internal pressure and a pressure switch 37 that is activated by the tank internal pressure are provided at a portion where the branch main pipe 31 is connected to the pressure tank 32. This pressure switch 37 is turned off when the tank internal pressure rises to a certain set pressure, stopping the electric motor for driving the water pump and water supply by the pump 24, and when the tank internal pressure falls to a certain setting pressure. When it is turned on, the electric motor for driving the water pump is operated, and the pump 24 starts feeding water.

圧力タンク32の上部には空気が封じ込められており、
タンク内水面38が上品するにしたがって、この内部空
気が圧縮され、タンク内水圧も高まる。
Air is sealed in the upper part of the pressure tank 32,
As the water level 38 inside the tank increases, this internal air is compressed and the water pressure inside the tank also increases.

また、タンク32の底部にはドレン用の弁39が設けら
れている。
Further, a drain valve 39 is provided at the bottom of the tank 32.

次に、前記放水量調整弁14について説明すると、第1
図に示されるように、放水路13の上部に支持部材41
を介して軸案内部42が設けられ、この軸案内部42に
垂直軸43が上下動自在に嵌合され、この垂直軸43の
上部および下部の一定の部分に高水使用のフロート係合
部44および低水位用のフロート係合部45がそれぞれ
一体的に設けられ、その上下の係合部44.45の間で
上下動自在のフロート46が前記垂直軸43に嵌合され
ている。
Next, the water discharge amount adjustment valve 14 will be explained.
As shown in the figure, a support member 41 is attached to the upper part of the waterway 13.
A shaft guide part 42 is provided through the shaft guide part 42, and a vertical shaft 43 is fitted into this shaft guide part 42 so as to be able to move up and down, and a float engagement part for high water use is provided at certain parts of the upper and lower parts of this vertical shaft 43. 44 and a float engaging portion 45 for low water level are each integrally provided, and a float 46 that is vertically movable is fitted to the vertical shaft 43 between the upper and lower engaging portions 44 and 45.

第2図に示されるように、前記垂直軸43と放水量調整
弁14の弁本体51との間にはリンク機構52が設けら
れ、このリンク機構52によって前記垂直軸43が垂直
状態のまま上下動される。前記リンク機構52の一部を
構成する上側レバー53は、中央部をほぼ定位置で回動
自在に軸支され、そのレバー53の先端部に上下動枠5
4の上部が軸支されている。
As shown in FIG. 2, a link mechanism 52 is provided between the vertical shaft 43 and the valve body 51 of the water discharge amount adjustment valve 14, and this link mechanism 52 allows the vertical shaft 43 to move up and down while remaining vertical. be moved. The upper lever 53, which constitutes a part of the link mechanism 52, is rotatably supported in the center at a substantially fixed position.
The upper part of 4 is pivoted.

この上下動枠54の下部には操作軸55が接続され、こ
の操作軸55の上部には副弁体56および係止部57が
一体に嵌着されている。
An operating shaft 55 is connected to the lower part of the vertically movable frame 54, and an auxiliary valve body 56 and a locking portion 57 are integrally fitted to the upper part of the operating shaft 55.

この放水m調整弁14は、実公昭59−31978号公
報にも示されているように、前記弁本体51の内部に上
部の弁体保持部61と下部の主弁座62とが水流入用開
口部63を介して一体的に設けられ、そして前記弁体保
持部61の内部に主弁体64が上下動自在に嵌合されて
いる。この主弁体64等は円筒状に形成されている。主
弁体64の内部には軸案内部65が一体的に設けられ、
この軸案内部65に前記操作軸55が僅かな範囲で上下
動自在に嵌合されている。軸案内部65の上部には前記
副弁体56によって開閉される副弁座66が設けられ、
この副弁座66およびその下側の水扱ぎ孔61を通して
主弁体64の上側に溜っている水が主弁体間にあたって
前記主弁座62の下側排水口68に排出される。この排
水口68は放水路13の内部に開放されており、前記送
水管路12に接続された管接続部69は、水流入用開口
部63および弁座62の開口を経てこの排水口68に連
通ずる。
As shown in Japanese Utility Model Publication No. 59-31978, this water discharge m adjustment valve 14 has an upper valve body holding portion 61 and a lower main valve seat 62 inside the valve body 51 for water inflow. The valve body 64 is integrally provided through an opening 63, and a main valve body 64 is fitted inside the valve body holding portion 61 so as to be vertically movable. The main valve body 64 and the like are formed in a cylindrical shape. A shaft guide portion 65 is integrally provided inside the main valve body 64.
The operating shaft 55 is fitted into this shaft guide portion 65 so as to be vertically movable within a small range. A sub-valve seat 66 that is opened and closed by the sub-valve body 56 is provided on the upper part of the shaft guide portion 65;
Water accumulated on the upper side of the main valve body 64 passes through this sub-valve seat 66 and the water handling hole 61 below it, hits between the main valve bodies, and is discharged to the drain port 68 on the lower side of the main valve seat 62 . This drain port 68 is open to the inside of the water discharge channel 13, and a pipe connecting portion 69 connected to the water supply pipe 12 is connected to the drain port 68 through the water inflow opening 63 and the opening of the valve seat 62. Communicate.

そうして、第1図にて、放水路13内の水面71が下降
すると前記フロート46も下降し、このフロート46が
一定の低水位72まで下降すると、フロート46が係合
部45に当り、垂直軸43を押下げる。この動きは前記
レバー53によって反転され、上下動枠54および操作
軸55が上界する。この動きによって、先ず副弁体56
が開き、それまで前記弁体保持部61と主弁体64との
間の遊嵌間隙を上昇して主弁体64の上側空間に充満し
ていた水が、前記水抜き孔67等を経て排水口68に水
抜きされる。したがって主弁体64の上側にはこの主弁
体64の上界を妨げるものがないので、前記操作軸55
とともに上昇する係止部57によって主弁体64が押上
げられ、前記主弁座62が開く。管接続部69まC供給
されている水は、この主弁座62の開口を経て前記排水
口68より放水路13に流出する。これにより、放水路
13内の水位は上背復帰する。
Then, as shown in FIG. 1, when the water surface 71 in the spillway 13 falls, the float 46 also falls, and when the float 46 falls to a certain low water level 72, the float 46 hits the engaging part 45, Push down the vertical shaft 43. This movement is reversed by the lever 53, and the vertical movement frame 54 and operating shaft 55 are moved upward. By this movement, first the sub valve body 56
opens, and the water that had previously risen through the loose fitting gap between the valve body holding portion 61 and the main valve body 64 and filled the space above the main valve body 64 passes through the water drain hole 67 and the like. Water is drained to a drain port 68. Therefore, since there is nothing above the main valve body 64 that obstructs the upper limit of the main valve body 64, the operating shaft 55
The main valve body 64 is pushed up by the locking portion 57 that rises at the same time, and the main valve seat 62 opens. The water supplied to the pipe connection portion 69C passes through the opening of the main valve seat 62 and flows out from the drain port 68 into the discharge channel 13. As a result, the water level in the waterway 13 returns to its upper back.

また、放水路13の水面71の水位が上昇するとフロー
ト4Gも上品し、そして、このフロート46が一定の高
水位73まで上昇すると、このフロート46が前記上側
のフロート係合部44に当接して、前記垂直軸43を押
上げる。この動ぎは前記レバー53によって反転され、
前記上下動枠54が下降するとともに操作軸55が下降
する。その結果、前記副弁体56が前記副弁座66を閉
じるとともに下方に押下げ、これにより主弁体64が下
降して主弁座62を閉じ、放水路13内への放水が停止
される。
Further, when the water level of the water surface 71 of the waterway 13 rises, the float 4G also rises, and when the float 46 rises to a certain high water level 73, the float 46 comes into contact with the upper float engaging portion 44. , pushes up the vertical shaft 43. This movement is reversed by said lever 53;
As the vertically movable frame 54 descends, the operating shaft 55 also descends. As a result, the auxiliary valve body 56 closes the auxiliary valve seat 66 and pushes downward, which causes the main valve body 64 to descend and close the main valve seat 62, stopping water discharge into the waterway 13. .

次に、第1図に示された送水回路の作用を説明する。Next, the operation of the water supply circuit shown in FIG. 1 will be explained.

常用送水時は、水は、ストレーナ21から逆止弁22を
経て吸込まれ、送水ポンプ24で圧力上昇され、逆止弁
25を通り、放水量調整弁14より放水路13内に放水
される。同時に、流速調整弁35より圧力タンク32に
送水されるので、圧力タンク32の内圧は、送水ポンプ
24の吐出圧と等しくなっている。
During regular water supply, water is sucked from the strainer 21 through the check valve 22, the pressure is increased by the water pump 24, the water passes through the check valve 25, and is discharged into the discharge channel 13 from the water discharge amount adjustment valve 14. At the same time, since water is fed to the pressure tank 32 from the flow rate regulating valve 35, the internal pressure of the pressure tank 32 is equal to the discharge pressure of the water pump 24.

そして、放水量調整弁14が放水υ制御(水面制御)を
行ない、放水路13内の水面71が上界して前記高水位
73を超えると、前記のように放水量調整弁14のa1
弁体56および主弁体64が急速開鎖し、送水管路12
内の圧力が上昇するが、この圧力上昇にともなって、送
水管路12内の流水は、分岐主管路31からバイパス管
路34の流速調整弁35を通り、圧力タンク32内に逃
がされる。これによりポンプ24から圧送される水の圧
力および流速の急激な変化がさけられ、逆止弁25がゆ
っくり閏じられることもあって、送水管路12内の水撃
作用が回避される。
Then, the water discharge amount adjustment valve 14 performs water discharge υ control (water level control), and when the water surface 71 in the water discharge channel 13 rises and exceeds the high water level 73, the a1 of the water discharge amount adjustment valve 14 as described above.
The valve body 56 and the main valve body 64 rapidly open and close, and the water supply pipe 12
As the pressure increases, the water in the water supply pipe 12 is discharged from the main branch pipe 31 through the flow rate regulating valve 35 of the bypass pipe 34 and into the pressure tank 32. This avoids sudden changes in the pressure and flow rate of the water pumped from the pump 24, and also because the check valve 25 is slowly opened, the water hammer effect in the water supply pipe 12 is avoided.

前記圧力タンク32の内圧、L昇時間は、前記流速調整
弁35によってコントロールされ、そのタンク内圧が一
定の設定値まで上昇すると、それを圧力スイッチ37が
検知して送水ポンプ24を停止させる。したがって、放
水量調整弁14が閉じられてから送水ポンプ24が停止
するまでの時間差を前記流速調整弁35によって自由に
選択できる。仮に、この流速調整弁35を装備していな
い場合は、送水ポンプ24の始動停止のハンチングによ
りポンプモータが損傷するおそれがあり、さらに圧力タ
ンク32を人吉間のものにする必要があるが、それらは
この流速調整弁35にて解決される。
The internal pressure of the pressure tank 32 and the L rising time are controlled by the flow rate regulating valve 35, and when the tank internal pressure rises to a certain set value, the pressure switch 37 detects this and stops the water pump 24. Therefore, the time difference from when the water discharge amount adjustment valve 14 is closed until the water supply pump 24 is stopped can be freely selected by the flow rate adjustment valve 35. If this flow rate adjustment valve 35 is not installed, there is a risk of damage to the pump motor due to hunting during starting and stopping of the water pump 24, and furthermore, the pressure tank 32 needs to be a Hitoyoshi type. is solved by this flow rate regulating valve 35.

また、前記放水1!1ly4整弁14が放水を開始する
と、送水管路12内の水圧が低下するので、前記圧力タ
ンク32に蓄圧された高圧水(例えば、ポンプ吐出圧・
←約2 K9 / ci )が、直ちに管路抵抗の少な
い分岐主管路31の逆止弁33を押し開き、送水管路1
2を通って放水fiSwA整弁14に供給され、続いて
、圧力スイッチ31がタンク内圧の低下を検知して送水
ポンプ24を始動する。このため、迅速かつ連続的に放
水が行われる。
Furthermore, when the water discharge 1!1ly4 regulating valve 14 starts discharging water, the water pressure in the water supply pipe 12 decreases, so the high pressure water accumulated in the pressure tank 32 (for example, the pump discharge pressure
← about 2 K9/ci) immediately pushes open the check valve 33 of the branch main pipe 31 with low pipe resistance, and the water supply pipe 1
2 and is supplied to the water discharge fiSwA regulating valve 14, and then the pressure switch 31 detects a decrease in the tank internal pressure and starts the water pump 24. Therefore, water is sprayed quickly and continuously.

〔発明の効宋〕[Efficacy of invention Song Dynasty]

本発明によれば、送水管路の途中部から分岐主管路が引
出され、この分岐主管路の先端に圧力タンクが接続され
、前記分岐主管路中に、送水管路から圧力タンクに向っ
て流れる水によって閉じられる逆出弁が介設され、この
逆1弁に対して前記分岐主管路にバイパス管路が設けら
れ、このバイパス管路中に流速調整弁が設けられたから
、放水量調整弁が急mしたとぎに、前記流速調整弁を有
するバイパス管路を経て送水管路内の急激な圧力上昇を
徐々に圧力タンクで吸収し、放水量調整弁が閉じた後の
送水管路の流速をゆっくり下げることで、送水管路内の
水撃作用を回避でき、管路の破損を防止できる。また前
記分岐主管路に逆止弁が設けられているので、この逆1
弁を通して、圧力タンク内に蓄圧された水を送水管路内
に直ちに供給でき、迅速に放水を再開できる。また、送
水管路から引出した分岐主管路に対して、圧力タンクと
、逆止弁と、流速調整弁を有するバイパス管路とを有機
的に組合せて設けることで、放水量調整弁が設けられた
水路にフロートスイッチのような故障しやすい電気的ス
イッチを設ける必要がなく、長い配線も必要ないことか
ら、前配水撃回遺および迅速放水に対して確実に耐久的
にかつ低コストで対処できる。
According to the present invention, a branch main pipe is drawn out from an intermediate part of the water supply pipe, a pressure tank is connected to the tip of the branch main pipe, and water flows from the water supply pipe toward the pressure tank in the branch main pipe. A backflow valve that is closed by water is interposed, a bypass pipe is provided in the branch main pipe for this reverse valve, and a flow rate adjustment valve is provided in this bypass pipe, so that the water discharge amount adjustment valve is After the water discharge rate adjustment valve closes, the sudden pressure increase in the water supply pipeline is gradually absorbed by the pressure tank through the bypass pipeline having the flow rate adjustment valve, and the flow rate in the water supply pipeline is adjusted after the water discharge rate adjustment valve is closed. By lowering the water slowly, water hammer can be avoided in the water pipes and damage to the pipes can be prevented. In addition, since a check valve is provided in the branch main pipe, this reverse 1
Through the valve, the water stored in the pressure tank can be immediately supplied into the water supply pipe, and water can be quickly resumed. In addition, by organically combining a pressure tank, a check valve, and a bypass pipeline with a flow rate adjustment valve for the branch main pipeline drawn out from the water supply pipeline, a water discharge amount adjustment valve can be provided. Since there is no need to install an electrical switch such as a float switch that is prone to failure in the water channel, and there is no need for long wiring, it is possible to reliably deal with the damage caused by previous water distribution and rapid water discharge with durability and at low cost.

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

第1図は本発明の水路における送水装置の流体口路図、
第2図はその放水量調整弁の断面図である。 11・・一方の水路としての主水路、12・・送水管路
、13・・他方の水路としての放水路、14・・放水槽
調整弁、24・・送水ポンプ、31・・分岐主管路、3
2・・圧力タンク、33・・逆止弁、34・・バイパス
管路、35・・流速調整弁。
FIG. 1 is a fluid port diagram of a water conveying device in a waterway according to the present invention;
FIG. 2 is a sectional view of the water discharge amount regulating valve. 11. Main waterway as one waterway, 12. Water supply pipe, 13. Discharge channel as the other waterway, 14. Water tank adjustment valve, 24. Water pump, 31. Branch main pipe. 3
2...Pressure tank, 33...Check valve, 34...Bypass pipe line, 35...Flow rate adjustment valve.

Claims (3)

【特許請求の範囲】[Claims] (1)一方の水路から送水管路を経て他方の水路内に設
けられた放水量調整弁に水を供給する水路における送水
装置において、前記送水管路の途中部から分岐主管路が
引出され、この分岐主管路の先端に圧力タンクが接続さ
れ、前記分岐主管路中に、送水管路から圧力タンクに向
って流れる水によって閉じられる逆止弁が介設され、こ
の逆止弁に対して前記分岐主管路にバイパス管路が設け
られ、このバイパス管路中に流速調整弁が設けられたこ
とを特徴とする水路における送水装置。
(1) In a water supply device for a waterway that supplies water from one waterway through a water supply pipe to a water discharge adjustment valve provided in the other waterway, a branch main pipe is drawn out from an intermediate part of the water supply pipe, A pressure tank is connected to the tip of this branch main pipe, and a check valve that is closed by water flowing from the water supply pipe toward the pressure tank is interposed in the branch main pipe. A water supply device for a waterway, characterized in that a bypass pipe is provided in the branch main pipe, and a flow rate regulating valve is provided in the bypass pipe.
(2)低いレベルにある一方の水路から、高いレベルに
ある他方の水路内に設けられた放水量調整弁に、圧力タ
ンク内の内圧を検知する圧力スイッチによって制御され
る送水ポンプの働きで水を供給することを特徴とする特
許請求の範囲第1項記載の水路における送水装置。
(2) Water is pumped from one waterway at a lower level to a water discharge adjustment valve installed in the other waterway at a higher level by the action of a water pump controlled by a pressure switch that detects the internal pressure in the pressure tank. A water conveying device in a waterway according to claim 1, which supplies water.
(3)放水量調整弁は、円筒状の主弁体によって開閉さ
れるものであることを特徴とする特許請求の範囲第1項
記載の水路における送水装置。
(3) The water supply device in a waterway according to claim 1, wherein the water discharge amount adjusting valve is opened and closed by a cylindrical main valve body.
JP4118987A 1987-02-24 1987-02-24 Water supply device in waterway Expired - Lifetime JPH063280B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4118987A JPH063280B2 (en) 1987-02-24 1987-02-24 Water supply device in waterway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4118987A JPH063280B2 (en) 1987-02-24 1987-02-24 Water supply device in waterway

Publications (2)

Publication Number Publication Date
JPS63210500A true JPS63210500A (en) 1988-09-01
JPH063280B2 JPH063280B2 (en) 1994-01-12

Family

ID=12601468

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4118987A Expired - Lifetime JPH063280B2 (en) 1987-02-24 1987-02-24 Water supply device in waterway

Country Status (1)

Country Link
JP (1) JPH063280B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2739170A1 (en) * 1995-09-25 1997-03-28 Roche Emile HYDROPNEUMATIC ANTI-BELIER TANK WITH AIR INTAKE AND REGULATION DEVICE, AIR INTAKE METHOD
JP2019024394A (en) * 2017-07-28 2019-02-21 株式会社小松製作所 Work vehicle

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2739170A1 (en) * 1995-09-25 1997-03-28 Roche Emile HYDROPNEUMATIC ANTI-BELIER TANK WITH AIR INTAKE AND REGULATION DEVICE, AIR INTAKE METHOD
WO1997012171A1 (en) * 1995-09-25 1997-04-03 Charlatte S.A. Hydropneumatic anti-hammer tank with an air intake and control device, and air intake method
JP2019024394A (en) * 2017-07-28 2019-02-21 株式会社小松製作所 Work vehicle

Also Published As

Publication number Publication date
JPH063280B2 (en) 1994-01-12

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