JP3060350B2 - Pipe water hammer prevention device by air valve - Google Patents
Pipe water hammer prevention device by air valveInfo
- Publication number
- JP3060350B2 JP3060350B2 JP5204484A JP20448493A JP3060350B2 JP 3060350 B2 JP3060350 B2 JP 3060350B2 JP 5204484 A JP5204484 A JP 5204484A JP 20448493 A JP20448493 A JP 20448493A JP 3060350 B2 JP3060350 B2 JP 3060350B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- air valve
- exhaust
- valve
- 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.)
- Expired - Fee Related
Links
Landscapes
- Pipe Accessories (AREA)
- Self-Closing Valves And Venting Or Aerating Valves (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は空気弁を用いる送水管
路内の水撃の発生を防止する装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for preventing occurrence of water hammer in a water supply line using an air valve.
【0002】[0002]
【従来の技術】例えばポンプの配管などにおいて、停電
等によるポンプの非常停止又は吐出弁の急閉鎖などによ
り、管路内に圧力の異常低下及び異常上昇を生じる現象
はよく知られている。低下圧力が飽和蒸気圧力以下にな
ると管路内で水柱が分離し、(飽和蒸気圧の空洞が生
じ)さらに水柱が再結合したとき(空洞がつぶれたと
き)異常圧力が発生する。2. Description of the Related Art It is well known that, for example, in a pipe of a pump, an abnormal stop of a pump due to a power failure or an abrupt closure of a discharge valve causes an abnormal decrease and an abnormal rise in pressure in a pipe. When the drop pressure falls below the saturated vapor pressure, the water column separates in the pipe line (a saturated vapor pressure cavity is formed), and when the water column is recombined (the cavity is collapsed), an abnormal pressure is generated.
【0003】従来この水撃現象を防止するために種々の
やり方が考えられているが、一例として図4に示すよう
な空気弁を用いる方法がある。即ち、図4に示すよう
に、送水管路本管1と空気弁3を連通管4を介して連通
する。42は途中にある弁を示している。本管1内に負
圧が生じた時は空気弁3から空気を吸入し、負圧の発生
を防止していた。しかし、この従来の装置では管路内の
空気の排出が速やかなので、水柱の再結合が生じ、異常
圧力上昇が発生するという問題点があった。Conventionally, various methods have been considered in order to prevent the water hammer phenomenon. For example, there is a method using an air valve as shown in FIG. That is, as shown in FIG. 4, the water supply pipe main pipe 1 and the air valve 3 are communicated via the communication pipe 4. Reference numeral 42 denotes an intermediate valve. When a negative pressure is generated in the main pipe 1, air is sucked from the air valve 3 to prevent the generation of the negative pressure. However, in this conventional apparatus, since the air in the pipeline is discharged quickly, there is a problem that the water column is recombined and an abnormal pressure rise occurs.
【0004】[0004]
【課題を解決するための手段】この発明は前記の課題を
解決するために、吸気手段と排気手段を送水管路本管に
連通管を介して設け、かつ吸気抵抗値より排気抵抗値の
方が大きくしてあるような管路水撃防止装置において、
吸気手段は1ケ又は複数の大口径空気弁と逆止弁とから
なり、 排気手段は小口径の1ケ又は複数の空気弁からな
ることを特徴とする空気弁による管路水撃防止装置を得
たものである。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention relates to a method in which an intake means and an exhaust means are connected to a water supply pipe main pipe.
It is provided through a communication pipe, and the exhaust resistance value is smaller than the intake resistance value.
In a pipeline water hammer prevention device that is larger than
The intake means consists of one or more large-diameter air valves and check valves
The exhaust means consists of one or more small-diameter air valves.
In which to obtain a pipe water hammer prevention device according to the air valve, characterized in that that.
【0005】[0005]
【作 用】この発明の装置では、排気時の抵抗を大きく
することにより排気をゆっくりとさせて水流が止まった
瞬間の圧力上昇を低くすることができる。圧力上昇はア
リビエの式により、圧力上昇をΔH,gを重力の加速度
aを音速(管路を剛体と仮定すれば水中の音速をとって
よい。)ΔVを流速の変化とすれば、 で表される。In the device of the present invention, by increasing the resistance at the time of evacuation, the evacuation can be made slow and the pressure rise at the moment when the water flow stops can be reduced. The pressure rise is expressed by the Alivier's formula, where ΔH is the pressure rise, g is the acceleration of gravity a, the sound velocity (the sound velocity in the water may be taken if the pipe is assumed to be a rigid body), ΔV is the change in the flow velocity, It is represented by
【0006】排気抵抗値を大きくして排気をゆっくりさ
せることによりΔVを小さくでき、それによってΔHを
小さくすることができる。By increasing the exhaust resistance and slowing the exhaust, ΔV can be reduced, and thereby ΔH can be reduced.
【0007】[0007]
【実施例】図1はこの発明の第1実施例を示し、送水管
路本管1と大口径の空気吸入弁21,22と、小口径の
排気空気弁31,32が連通管4で連通されている。4
1は本管1と大口径の吸入空気弁21,22との間に挿
入された逆止弁であって、空気弁21,22は吸気専用
となる。42は連通管4に設けられた弁である。FIG. 1 shows a first embodiment of the present invention, in which a water pipe main pipe 1, large-diameter air intake valves 21 and 22, and small-diameter exhaust air valves 31 and 32 are communicated by a communication pipe 4. Have been. 4
1 is a check valve inserted between the main pipe 1 and the large-diameter intake air valves 21 and 22, and the air valves 21 and 22 are dedicated to intake. Reference numeral 42 denotes a valve provided on the communication pipe 4.
【0008】図2は第2実施例を示し、本管1と、吸入
空気弁21,22と、排気空気弁31とが連通管4で連
通されている。吸入空気弁21,22と本管1の間には
逆止弁41が挿入され、排気空気弁31と本管1の間に
は絞り(オリフィス、絞り弁等)が設けられ、排気抵抗
値を増大している。したがって空気弁21,22は吸気
専用となる。FIG. 2 shows a second embodiment, in which a main pipe 1, intake air valves 21 and 22, and an exhaust air valve 31 are connected by a communication pipe 4 . A check valve 41 is inserted between the intake air valves 21 and 22 and the main pipe 1, and a throttle (orifice, throttle valve, etc.) is provided between the exhaust air valve 31 and the main pipe 1 to reduce the exhaust resistance. Is growing. Therefore, the air valves 21 and 22 are dedicated to intake.
【0009】図1に示した第1実施例では、吸入空気弁
より排気空気弁の口径を小さくして、排気抵抗値を高
め、図2の第2実施例では絞り5(オリフィス、絞り弁
等)によって排気抵抗値を高めている。なおその他に
も、連通管4の排気弁側の管の抵抗値を大きくするなど
種々の手段が考えられる。In the first embodiment shown in FIG. 1, the exhaust air valve is made smaller in diameter than the intake air valve to increase the exhaust resistance. In the second embodiment shown in FIG. 2, the throttle 5 (orifice, throttle valve, etc.) is used. ) Increases the exhaust resistance. Various other means are also conceivable, such as increasing the resistance value of the pipe on the exhaust valve side of the communication pipe 4.
【0010】又図示されていないが、排気側の空気弁に
も逆止弁を付設して排気専用としてもよい。図3はこの
発明の水撃防止装置を使用した施工例を示す。1は送水
管路本管、21は大口径の吸入空気弁31,32は小口
径の排気弁、4は弁21,31,32と本管1を連通す
る連通管、41は吸入空気弁21と連通管4の間に挿入
された逆止弁であって、弁21は吸気専用とする。42
は連通管4に設けられた弁である。Although not shown, a check valve may also be attached to the air valve on the exhaust side to be dedicated to exhaust. FIG. 3 shows a construction example using the water hammer prevention device of the present invention. 1 is a main pipe of a water supply conduit, 21 is a large-diameter intake air valve 31, 32 is a small-diameter exhaust valve, 4 is a communication pipe that communicates the valves 21, 31, 32 with the main pipe 1, and 41 is an intake air valve 21 And a check valve inserted between the communication pipe 4 and the valve 21 is dedicated to intake. 42
Is a valve provided in the communication pipe 4.
【0011】[0011]
【発明の効果】この発明は前記の如き構成であって、空
気弁の口径に差をつけることにより、吸気抵抗値より排
気抵抗値を大きくしてあるので、排気がゆるやかに行な
われ、管内の速度上昇を低く押さえることができ、比較
的簡単な構成で異常圧力上昇を防止することができる。The present invention has the above-described configuration, and has an empty space.
By giving a difference in diameter of the valves, so are to increase the exhaust resistance value than the intake resistance, the exhaust is performed slowly, it is possible to suppress the speed increase of the tube lower, compared
It is possible to prevent an abnormal pressure rise with a simple configuration .
【図1】この発明の第1実施例を示す図である。FIG. 1 is a diagram showing a first embodiment of the present invention.
【図2】この発明の第2実施例を示す図である。FIG. 2 is a diagram showing a second embodiment of the present invention.
【図3】この発明を使用した管路を示す図である。FIG. 3 is a diagram showing a pipeline using the present invention.
【図4】従来の水撃防止装置を示す図である。FIG. 4 is a view showing a conventional water hammer prevention device.
1 管路本管 5 絞り 21 吸入空気弁 31 排気空気弁 41 逆止弁 42 弁1 conduit present pipe 5 stop 21 intake air valve 31 the exhaust air valve 41 check valve 42 valve
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実開 平3−60690(JP,U) 実公 昭61−626(JP,Y2) (58)調査した分野(Int.Cl.7,DB名) F16K 24/00 F16L 55/04 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP 3-60690 (JP, U) JP 61-626 (JP, Y2) (58) Fields investigated (Int. Cl. 7 , DB name) F16K 24/00 F16L 55/04
Claims (1)
通管を介して設け、かつ吸気抵抗値より排気抵抗値の方
が大きくしてあるような管路水撃防止装置において、 吸気手段は1ケ又は複数の大口径空気弁と逆止弁とから
なり、 排気手段は小口径の1ケ又は複数の空気弁からなること
を特徴とする空気弁による管路水撃防止装置。 1. A pipe water hammer prevention device in which an intake means and an exhaust means are provided in a main pipe of a water supply pipe via a communication pipe and an exhaust resistance value is larger than an intake resistance value. means is composed of a 1 pc or more large diameter air valve and the check valve, the exhaust means pipeline water hammer prevention equipment by air valve, characterized in that it consists of 1 pc or more air valves small diameter.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5204484A JP3060350B2 (en) | 1993-07-28 | 1993-07-28 | Pipe water hammer prevention device by air valve |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5204484A JP3060350B2 (en) | 1993-07-28 | 1993-07-28 | Pipe water hammer prevention device by air valve |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0742858A JPH0742858A (en) | 1995-02-10 |
JP3060350B2 true JP3060350B2 (en) | 2000-07-10 |
Family
ID=16491293
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5204484A Expired - Fee Related JP3060350B2 (en) | 1993-07-28 | 1993-07-28 | Pipe water hammer prevention device by air valve |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3060350B2 (en) |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61626U (en) * | 1984-06-05 | 1986-01-06 | 富士ゼロックス株式会社 | computer keyboard |
JP3060690U (en) * | 1999-01-06 | 1999-09-07 | 大関株式会社 | Solid object removal tool in container |
-
1993
- 1993-07-28 JP JP5204484A patent/JP3060350B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0742858A (en) | 1995-02-10 |
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