JPS5949480B2 - Piping structure with pump - Google Patents
Piping structure with pumpInfo
- Publication number
- JPS5949480B2 JPS5949480B2 JP13017077A JP13017077A JPS5949480B2 JP S5949480 B2 JPS5949480 B2 JP S5949480B2 JP 13017077 A JP13017077 A JP 13017077A JP 13017077 A JP13017077 A JP 13017077A JP S5949480 B2 JPS5949480 B2 JP S5949480B2
- Authority
- JP
- Japan
- Prior art keywords
- pump
- piping
- discharge
- pipe
- pressure
- 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
Links
- 230000010349 pulsation Effects 0.000 claims description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 16
- 238000010586 diagram Methods 0.000 description 4
- 230000001902 propagating effect Effects 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- 230000033228 biological regulation Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000000644 propagated effect Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
Landscapes
- Structures Of Non-Positive Displacement Pumps (AREA)
- Pipeline Systems (AREA)
Description
【発明の詳細な説明】
本発明はポンプの配管に関し、吐出管の長さを規定する
ことによって配管中に誘起される圧力脈動の大きさを低
く抑え、騒音、振動の発生を防止しようとするものであ
る。[Detailed Description of the Invention] The present invention relates to pump piping, and aims to suppress the magnitude of pressure pulsations induced in the piping by specifying the length of the discharge pipe, thereby preventing the generation of noise and vibration. It is something.
渦巻ポンプの回転ポンプにおいては、ポンプケーシング
の巻始の部分をベーンが通過する際に圧力脈動が生ずる
ことが知られている。In a rotary pump such as a centrifugal pump, it is known that pressure pulsations occur when a vane passes through the beginning of the pump casing.
この圧力脈動は吐出(吸込)配管に伝播し、吐出(吸込
)管の集合管または圧力水槽等、水の流れが急速に低下
する個所で反射し、この圧力脈動の反射波は後続してポ
ンプより発生する圧力脈動の圧力波と干渉して、圧力脈
動の定在波を発生する。This pressure pulsation propagates to the discharge (suction) piping and is reflected at points where the water flow rapidly decreases, such as the collection pipe of the discharge (suction) pipe or the pressure water tank, and the reflected wave of this pressure pulsation is subsequently transmitted to the pump. This generates a standing wave of pressure pulsation by interfering with the pressure wave of pressure pulsation generated by the pressure pulsation.
前記圧力脈動・定在波の波長λは、配管に伝播する音速
と、ポンプの回転数×羽根数の比で波定され、またその
周波数は、一般のポンプにおいては100〜200H2
程度の低周波であり、非常に不快に感する範囲である。The wavelength λ of the pressure pulsation/standing wave is determined by the speed of sound propagating in the pipe and the ratio of the rotation speed of the pump x the number of blades, and the frequency is 100 to 200 H2 in a general pump.
This is a low frequency range that is extremely uncomfortable.
一方、本発明者らの実験によると、圧力脈動の定在波と
ポンプと集合配管あるいは水槽との距離(配管の長さ)
によって圧力脈動が大幅に変化することか確認されてい
る。On the other hand, according to experiments conducted by the present inventors, the distance between the standing wave of pressure pulsation and the pump and the collective piping or water tank (the length of the piping)
It has been confirmed that pressure pulsation changes significantly depending on
後述するが、前記距離によって圧力脈動値は最小値から
3倍あるいはそれ以上の値にもなっている。As will be described later, depending on the distance, the pressure pulsation value becomes three times or more than the minimum value.
近時、騒音規制の強化と、ポンプの大型化、ポンプ機場
と在宅地域との接近に伴い、ポンプおよびポンプ機場の
騒音対策が重要な課題となっているが、本発明は、前記
実験結果を基礎にして得られたものである。In recent years, as noise regulations have become stricter, pumps have become larger, and pump stations have become closer to home areas, noise countermeasures for pumps and pump stations have become important issues. This was obtained based on the basics.
本発明は吸込あるいは吐出側に集合管または水槽を有す
るポンプの配管において、前記ポンプによって発生する
圧力脈動の定在波の波長をλとしたとき、ポンプの吐出
あるいは吸込フランジと前記集合管または水槽入口との
間の配管の長さしが、λ
L=−(2n−1)x(1±0゜05)
但し、nは整数、
を満たす位置に前記ポンプを設置することを特徴とする
ものである。In the piping of a pump that has a collecting pipe or a water tank on the suction or discharge side, the present invention relates to the discharge or suction flange of the pump and the collecting pipe or water tank, where λ is the wavelength of a standing wave of pressure pulsation generated by the pump. The pump is installed at a position where the length of the piping between the inlet and the inlet satisfies λ L = -(2n-1) x (1±0°05), where n is an integer. It is.
次に図面を参照して本発明の詳細な説明する。Next, the present invention will be described in detail with reference to the drawings.
第1図はポンプ機場の配管の概略図で、吸込集合管1に
吸込配管2、ポンプ3、吐出配管4が直列に接続された
管路が、送水能力は応じて複数並列に接続され、吐出配
管4の一端には吐出集合管5が接続されている。Figure 1 is a schematic diagram of the piping at a pumping station. A suction pipe 1 is connected in series with a suction pipe 2, a pump 3, and a discharge pipe 4. Multiple pipes are connected in parallel depending on the water supply capacity, and the discharge A discharge manifold pipe 5 is connected to one end of the pipe 4.
第2図は水槽に揚水する場合のポンプ装置の概略図で、
吸込配管z1ポンプ3/、吐出配管4亦直列に接続され
、その吐出配管4′の端部ハ、水槽6に接続されている
。Figure 2 is a schematic diagram of a pump device used to pump water into an aquarium.
The suction pipe z1 pump 3/ and the discharge pipe 4 are connected in series, and the end of the discharge pipe 4' is connected to the water tank 6.
渦巻ポンプの如き回転ポンプにおいては、前記の如く羽
根車の回転に伴って圧力脈動が発生し、これが吐出配管
および吸込配管側に伝播され、第1図A1あるいはA′
の個所もしくは、第2図のBの個所の如く流れが急激に
変化する個所において反射される。In a rotary pump such as a centrifugal pump, pressure pulsations are generated as the impeller rotates as described above, and this is propagated to the discharge piping and suction piping, resulting in pressure pulsations as shown in Fig. 1 A1 or A'.
It is reflected at a point where the flow changes rapidly, such as the point B in FIG. 2 or the point B in FIG.
その結果、反射波と進行波とが干渉して圧力脈動の定在
波を発生する。As a result, the reflected wave and the traveling wave interfere to generate a standing wave of pressure pulsation.
圧力脈動の定在波の強さは、ポンプと圧力脈動の反射す
る個所に密接な関係がある。The strength of the standing wave of pressure pulsations is closely related to the pump and the location where the pressure pulsations are reflected.
第1図のポンプ3と個所Aの距離L1あるいはポンプ3
と個所A′の距離り、あるいは第2図のポンプ3′と個
所Bとの距離L(吸込配管側についても同じ)によって
定在波の強度が変化することが確認されている。Distance L1 between pump 3 and point A in Figure 1 or pump 3
It has been confirmed that the strength of the standing wave changes depending on the distance between the pump 3' and the point A', or the distance L between the pump 3' and the point B in FIG. 2 (the same applies to the suction pipe side).
圧力脈動・定在波の波長λは、配管を伝播する音速と、
ポンプの回転数×羽根枚数との比で表わされる。The wavelength λ of pressure pulsations and standing waves is determined by the speed of sound propagating through the pipe,
It is expressed as the ratio of pump rotation speed x number of blades.
発明者らの多くの実験によれば、ポンプの位置が定在波
の節の所に位置した場合には共振現象を生じ、定在波の
腹の所に位置した場合には、定在波が最小値となり、前
記共振現象を起した場合には、前記最小値の場合に比較
して圧力脈動の強さは4〜5倍にもなっている。According to many experiments conducted by the inventors, a resonance phenomenon occurs when the pump is located at a node of a standing wave, and a resonance phenomenon occurs when the pump is located at an antinode of a standing wave. When the pressure becomes the minimum value and the resonance phenomenon occurs, the strength of the pressure pulsation is four to five times as strong as when the pressure is at the minimum value.
第3図はポンプ3の位置が定在波Wの節の個所にある場
合で、この際には共振を生じて圧力脈動はWの如く著し
く増大する。FIG. 3 shows a case where the pump 3 is located at a node of the standing wave W. In this case, resonance occurs and the pressure pulsation increases significantly as indicated by W.
第4図はポンプ3の位置が定在波Wの腹の個所にある場
合である。FIG. 4 shows a case where the pump 3 is located at the antinode of the standing wave W.
第5図は前記両者の場合の圧力脈動の強さと波長との関
係を示すもので、曲線■が第3図の場合、すなわち、距
離L = nλの場合を示している。FIG. 5 shows the relationship between the intensity of pressure pulsation and the wavelength in both of the above cases, and the curve ■ shows the case in FIG. 3, that is, the case where the distance L=nλ.
一方曲線■は第4図の場合で、距離L=”(2n−1)
の場合を示している。On the other hand, curve ■ is for the case in Figure 4, where distance L = "(2n-1)
The case is shown below.
今、曲線■の圧力脈動の値を1とすると、曲線■の値は
4になっている。Now, if the value of the pressure pulsation of curve (■) is 1, then the value of curve (2) is 4.
第6図は、脈動率△P/Pと配管の距離と波長の比L/
λとの関係を示すもので、L/λが1,0と1.5の中
間で最小値を示していることが分る。Figure 6 shows the pulsation rate △P/P and the piping distance and wavelength ratio L/
It shows the relationship with λ, and it can be seen that L/λ shows the minimum value between 1.0 and 1.5.
前記実験データを総合的に検討して分ることは、圧力脈
動が反射する個所とポンプの位置との距離りは波長λと
の関係において、L二’(2n−1)にすると、定在波
の脈動率△P/Pが最小値になることか分る。Comprehensive consideration of the above experimental data reveals that if the distance between the point where the pressure pulsation is reflected and the position of the pump is L2' (2n-1) in relation to the wavelength λ, then it is stationary. It can be seen that the wave pulsation rate ΔP/P becomes the minimum value.
距離りの測定個所は、ポンプ側はポンプケーシングの巻
始めの位置、他端は吐出配管と吐出集合管との接合個所
(第1図)、あるいは吐出配管と水槽との接合個所(第
2図)である。The distance was measured on the pump side at the beginning of the winding of the pump casing, and on the other end at the junction between the discharge piping and the discharge collecting pipe (Figure 1), or at the junction between the discharge piping and the water tank (Figure 2). ).
しかしポンプケーシングの巻始めの位置を測定すること
は、一般に困難であるので、吐出フランジあるいは吸込
フランジの面より測定しても実質的には差支えない。However, since it is generally difficult to measure the position of the start of winding of the pump casing, there is no substantial problem in measuring from the surface of the discharge flange or suction flange.
前記距離りの値は厳密であればその効果も大きい。If the value of the distance is exact, the effect will be great.
しかし、実際の設備にはある範囲内で許容値があった方
がよい。However, it is better for actual equipment to have a tolerance within a certain range.
この許容値は、波長λより計算されたしに対して±5%
程度がよく、この値を外れると第7図に示す如く脈動率
が急激に増大する。This tolerance is ±5% calculated from the wavelength λ.
This is a good value, and when it deviates from this value, the pulsation rate increases rapidly as shown in FIG.
上記のように、本発明は吸込あるいは吐出側に集合管ま
たは水槽を有するポンプの配管において、前記ポンプに
よって発生する圧力脈動の定在波の波長をλとしたとき
、ポンプの吐出あるいは吸込フランジと前記集合管また
は水槽入口との間の配管の長さLが、
λ
L=−(2n−1) x(1±0.05)但し、nは整
数、
を満たす位置に前記ポンプを設置するから、回転ポンプ
で必然的に発生する圧力脈動が配管中において共振する
ことを防止することができる。As described above, in the piping of a pump having a collecting pipe or a water tank on the suction or discharge side, when the wavelength of the standing wave of pressure pulsation generated by the pump is λ, The pump is installed at a position where the length L of the piping between the collecting pipe or the water tank inlet satisfies λ L = - (2n-1) x (1 ± 0.05), where n is an integer. , pressure pulsations that inevitably occur in rotary pumps can be prevented from resonating in the piping.
そのために、振動を騒音を防止できるので、ポンプ設備
を静粛に運転できる。Therefore, since vibration and noise can be prevented, the pump equipment can be operated quietly.
また特別に建屋やポンプ自体に騒音防止構造を施す必要
がないので、設備費を安価にすることができる。Furthermore, since there is no need to provide a special noise prevention structure to the building or the pump itself, equipment costs can be reduced.
第1図および第2図は給水設備の概略図で、第1図は吐
出集合管を使用した場合、第2図は水槽を使用した場合
をそれぞれ示している。
第3図および第4図はポンプの据付位置と定在波の関係
を示し、第5図は第3図と第4図における圧力脈動の大
きさをそれぞれ示している。
第6図は配管の長さと波長の比と脈動率との関係を示す
図である。
1・・・吸込集合管、2・2・・・吸込配管、3 t3
’−・・ポンプ、494’・・吐出配管、5・・・吐出
集合管、6・・・水槽。1 and 2 are schematic diagrams of the water supply equipment, with FIG. 1 showing the case where a discharge collecting pipe is used, and FIG. 2 showing the case where a water tank is used. 3 and 4 show the relationship between the pump installation position and standing waves, and FIG. 5 shows the magnitude of pressure pulsations in FIGS. 3 and 4, respectively. FIG. 6 is a diagram showing the relationship between the ratio of pipe length and wavelength and pulsation rate. 1...Suction collecting pipe, 2.2...Suction piping, 3 t3
'-...Pump, 494'...Discharge piping, 5...Discharge collecting pipe, 6...Water tank.
Claims (1)
ンプの配管において、前記ポンプによって発生する圧力
脈動の定在波の波長をλとしたとき、ポンプの吐出ある
いは吸込フランジの前記集合管または水槽入口との間の
配管の長さしが、λ L−=−(2n−1) x(1±0.05)但し、nは
整数、 を満たす位置に前記ポンプを設置することを特徴とする
ポンプ付配管構造。[Claims] 1. In a pump piping having a collecting pipe or a water tank on the suction or discharge side, when the wavelength of the standing wave of pressure pulsation generated by the pump is λ, The pump should be installed in a position where the length of the piping between the collecting pipe or the water tank inlet satisfies the following: λ L-=-(2n-1) x (1±0.05), where n is an integer A piping structure with a pump featuring the following.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13017077A JPS5949480B2 (en) | 1977-10-29 | 1977-10-29 | Piping structure with pump |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13017077A JPS5949480B2 (en) | 1977-10-29 | 1977-10-29 | Piping structure with pump |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5463402A JPS5463402A (en) | 1979-05-22 |
| JPS5949480B2 true JPS5949480B2 (en) | 1984-12-03 |
Family
ID=15027690
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13017077A Expired JPS5949480B2 (en) | 1977-10-29 | 1977-10-29 | Piping structure with pump |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5949480B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6435684B2 (en) * | 2014-07-23 | 2018-12-12 | 株式会社Soken | Plumbing |
| JP7226175B2 (en) * | 2019-07-31 | 2023-02-21 | トヨタ自動車株式会社 | Piping and brake system |
-
1977
- 1977-10-29 JP JP13017077A patent/JPS5949480B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5463402A (en) | 1979-05-22 |
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