JP2000303997A - Water supply device of centrifugal pump with double scroll chamber - Google Patents

Water supply device of centrifugal pump with double scroll chamber

Info

Publication number
JP2000303997A
JP2000303997A JP11113694A JP11369499A JP2000303997A JP 2000303997 A JP2000303997 A JP 2000303997A JP 11113694 A JP11113694 A JP 11113694A JP 11369499 A JP11369499 A JP 11369499A JP 2000303997 A JP2000303997 A JP 2000303997A
Authority
JP
Japan
Prior art keywords
passage
discharge
pump
centrifugal pump
double
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
JP11113694A
Other languages
Japanese (ja)
Inventor
Hiroyuki Kubota
裕 之 久保田
Takashi Enomoto
本 隆 榎
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.)
Ebara Corp
Original Assignee
Ebara Corp
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 Ebara Corp filed Critical Ebara Corp
Priority to JP11113694A priority Critical patent/JP2000303997A/en
Publication of JP2000303997A publication Critical patent/JP2000303997A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To prevent the vibration of a pump by connecting the discharge passages of the respective scroll chambers of a centrifugal pump with a double scroll chamber by a connecting passage, and setting the sectional area of the passage of the communicating passage in a range of specified proportion to the smaller passage sectional area of the discharge passage. SOLUTION: A suction opening of a centrifugal pump 1 with a double scroll chamber is connected to a water source such as a river or the like through a suction passage, and two discharge openings 5A, 5B of the pump 1 are connected to a conflux passage through discharge passages 6A, 6B to be guided to a water using place. Such intake pump 1 is large-sized and the discharge passages 6A, 6B are formed by a concrete pipe to keep the strength. In this case, the discharge passages 6A, 6B are connected to each other by a communicating passage 11. The passage sectional area of the communicating passage 11 is set from 50% to 100% both inclusive of the smaller discharge passage 6A or 6B. The distance L of the communicating passage 11 from a tongue part 18B of the scroll chamber 17B of the pump 1 is set from two times to five times both inclusive as large as the diameter D of a pump impeller 13.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えば河川の水を
送水する装置で、特に2重渦巻き室付遠心ポンプの吸込
口を吸込流路を介して水源に接続し、2重渦巻き室付遠
心ポンプの各渦巻き室の吐出し口をそれぞれ吐出し流路
を介して水使用場に接続した送水装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for feeding water from a river, for example, in which a suction port of a centrifugal pump with a double spiral chamber is connected to a water source through a suction channel, and a centrifugal pump with a double spiral chamber is used. The present invention relates to a water supply device in which a discharge port of each spiral chamber of a pump is connected to a water use place via a discharge channel.

【0002】[0002]

【従来の技術】河川の水を送水する装置において、大型
高揚程化されたポンプには、遠心ポンプが使用されるこ
とが多い。この遠心ポンプは、ポンプ羽根車の直径が1
メートル以上あり、ポンプ羽根車の回転に伴う半径方向
のスラスト荷重を少なくするために、立型の2重渦巻き
室付のものが使用されている。このようにポンプ羽根車
の回転軸を立型とすることにより重力による半径スラス
ト荷重がなくなるが、各吐出し口側の流量が変化する
と、両渦巻き室の液圧バランスが崩れ、回転に伴う半径
スラスト荷重が増大してポンプの性能に悪影響を与え、
振動の原因になったり、回転軸が疲労破損することがあ
る。
2. Description of the Related Art In a device for feeding river water, a centrifugal pump is often used as a large-sized and high-yield pump. This centrifugal pump has a pump impeller with a diameter of 1
M or more, and a vertical type with a double spiral chamber is used to reduce the radial thrust load accompanying rotation of the pump impeller. The vertical rotation of the pump impeller eliminates the radial thrust load due to gravity.However, when the flow rate at each discharge port changes, the hydraulic pressure balance between the two spiral chambers is lost, and the radius associated with the rotation is reduced. Thrust load increases and negatively affects pump performance,
It may cause vibration and the rotating shaft may be damaged by fatigue.

【0003】ここで、大型遠心ポンプの場合には、吐出
流路がコンクリート構造で形成される場合が多いが、こ
の場合、強度的な観点から、水路の幅はあまり広くする
ことが出来ない。また、通常ポンプ装置の周囲には管理
用の建築物が立設されているので、流路の巾を広くする
と、強度上、好ましくない。そのために、従来2つの吐
出し流路は別々に形成されていた。
Here, in the case of a large-sized centrifugal pump, the discharge channel is often formed of a concrete structure, but in this case, the width of the water channel cannot be made too large from the viewpoint of strength. Further, since a management building is usually provided upright around the pump device, it is not preferable in view of strength if the width of the flow path is widened. Therefore, conventionally, the two discharge flow paths are separately formed.

【0004】[0004]

【発明が解決しようとする課題】したがって本発明の目
的は、2つの吐出し流路をにおいて、吐出し口側の流量
の変化による両渦巻き室の液圧バランスの崩れを極力少
なくし、回転軸の半径スラスト荷重の増大を押さえてポ
ンプの振動をなくし、好適なポンプ性能を長期間保つこ
とができる2重渦巻き室付遠心ポンプの送水装置を提供
することにある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to minimize the imbalance in the hydraulic pressure between the two swirl chambers due to a change in the flow rate on the discharge port side in two discharge channels, It is an object of the present invention to provide a centrifugal pump water supply device with a double vortex chamber, which can suppress an increase in radial thrust load and eliminate vibration of the pump and maintain suitable pump performance for a long period of time.

【0005】[0005]

【課題を解決するための手段】本発明によれば、2重渦
巻き室付遠心ポンプの吸込口を吸込流路を介して水源に
接続し、2重渦巻き室付遠心ポンプの各渦巻き室の吐出
し口をそれぞれ吐出し流路を介して水使用場に接続した
2重渦巻き室付遠心ポンプの送水装置において、前記2
つの吐出し流路を連通路で接続し、その連通路の流路断
面積は、前記吐出し流路の小さい方の流路断面積の50
%以上で100%以内となっている。
According to the present invention, the suction port of the centrifugal pump with a double spiral chamber is connected to a water source via a suction flow path, and the discharge of each spiral chamber of the centrifugal pump with a double spiral chamber is performed. In a water supply device of a centrifugal pump with a double vortex chamber, each outlet of which is connected to a water use site through a discharge channel,
The two discharge flow paths are connected by a communication path, and the flow path cross-sectional area of the communication path is 50 times the smaller flow path cross-sectional area of the discharge flow path.
% And within 100%.

【0006】また本発明によれば、前記連通路と2重渦
巻き室付遠心ポンプの渦巻き室の舌部との距離は、前記
2重渦巻き室付遠心ポンプの羽根車の直径の2倍以上で
5倍以内となっている。
According to the present invention, the distance between the communication passage and the tongue of the centrifugal pump of the double centrifugal chamber is at least twice the diameter of the impeller of the centrifugal pump with double centrifugal chamber. It is within 5 times.

【0007】このように前記吐出し流路を連通路で接続
したので、連通路により各吐出し口側の流量の変化によ
る両渦巻き室の液圧バランスの崩れが極力少なくなり、
回転軸の半径スラスト荷重の増大が押さえられてポンプ
の振動がなくなり、好適なポンプ性能を長期間保つこと
ができるようになる。
[0007] Since the discharge passages are connected by the communication passages as described above, the collapse of the hydraulic pressure balance between the two swirl chambers due to the change in the flow rate at each discharge port side is minimized by the communication passages.
The increase in the radial thrust load of the rotating shaft is suppressed, the vibration of the pump is eliminated, and the suitable pump performance can be maintained for a long time.

【0008】そして、連通路の流路断面積は、前記吐出
し流路の小さい方の流路断面積の50%以上で100%
以内であるので、各吐出し流路の流量による両渦巻き室
の液圧の変化を防止することができる。また、半径スラ
スト低減の効果が大きくなり、流路における管路抵抗、
流路損失が小さくなる。一方、構造物としての強度上の
問題は生じない。
The cross-sectional area of the communication passage is 50% or more and 100% or more of the smaller cross-sectional area of the discharge passage.
Therefore, it is possible to prevent a change in the liquid pressure in both the spiral chambers due to the flow rate of each discharge channel. In addition, the effect of reducing the radial thrust is increased, and the pipe resistance in the flow path,
Channel loss is reduced. On the other hand, there is no problem in strength as a structure.

【0009】また、前記連通路と2重渦巻き室付遠心ポ
ンプの渦巻き室の舌部との距離は、前記2重渦巻き室付
遠心ポンプの羽根車の直径の2倍以上で5倍以内である
ので、渦巻き室としての機能を損なうことなく、かつ両
渦巻き室の液圧を速やかに均圧にすることができる。こ
こで、前記連通路と2重渦巻き室付遠心ポンプの渦巻き
室の舌部との距離は、前記2重渦巻き室付遠心ポンプの
羽根車の直径の2倍以上なので、流体の圧力回復も十分
となり、性能が低下してしまうことが無い。それに加え
て、前記連通路と2重渦巻き室付遠心ポンプの渦巻き室
の舌部との距離は、前記2重渦巻き室付遠心ポンプの羽
根車の直径の5倍以内なので、コンパクト化が容易とな
り、用地確保の困難性に対応することが容易となる。
The distance between the communication path and the tongue of the centrifugal pump of the centrifugal pump with a double centrifugal chamber is at least twice and not more than 5 times the diameter of the impeller of the centrifugal pump with a double centrifugal chamber. Therefore, it is possible to quickly equalize the liquid pressure in both the spiral chambers without impairing the function as the spiral chamber. Here, since the distance between the communication path and the tongue of the centrifugal pump of the centrifugal pump with a double volute is at least twice the diameter of the impeller of the centrifugal pump with a double volute, the pressure recovery of the fluid is sufficient. , And the performance does not decrease. In addition, the distance between the communication passage and the tongue of the centrifugal pump of the double centrifugal pump is less than 5 times the diameter of the impeller of the centrifugal pump with double centrifugal chamber. Therefore, it becomes easy to cope with the difficulty of securing the land.

【0010】[0010]

【発明の実施の形態】以下、添付図面を参照して、本発
明の実施の形態を説明する。図1に示す様に、全体を符
号1で示す2重渦巻き室付遠心ポンプ(以下ポンプ1と
記す)の吸込口2は、吸込流路3を介して河川等の水源
4に接続され、ポンプ1の2つの吐出し口5A,5Bは
吐出し流路6A、6Bを介して合流路7に接続され、水
使用場8に導かれている。そして、各吐出し流路6A,
6Bには仕切り弁9A,9B,逆止弁又はフラップ弁1
0A,10B等が設けられている。このような取水用の
ポンプ1は大型で、吐出し流路6A、6Bは強度を保つ
ためにコンクリート管で形成され、水使用場8の近くで
合流路7に接続されている。そして、吐出し流路6A,
6Bは後述する連通路11で接続されている。
Embodiments of the present invention will be described below with reference to the accompanying drawings. As shown in FIG. 1, a suction port 2 of a centrifugal pump with a double swirl chamber (hereinafter referred to as a pump 1) generally denoted by reference numeral 1 is connected to a water source 4 such as a river via a suction flow path 3. The two discharge ports 5A and 5B are connected to a junction 7 via discharge paths 6A and 6B, and are led to a water use place 8. Then, each discharge channel 6A,
6B is a gate valve 9A, 9B, a check valve or a flap valve 1.
0A, 10B, etc. are provided. Such a water intake pump 1 is large in size, and the discharge channels 6A and 6B are formed of concrete pipes to maintain strength, and are connected to a junction 7 near a water use place 8. Then, the discharge channel 6A,
6B is connected by the communication path 11 mentioned later.

【0011】図2、3に示す様に、吸込流路3に接続さ
れたポンプ1の吸込口2には吸込静止ベ−ン12が設け
られ、吸込静止ベ−ン12に対向してポンプ羽根車13
が設けられている。このポンプ羽根車13の回転軸14
は軸受け15で保持され、駆動機(エンジンの場合が多
い)16で駆動されるようになっている。
As shown in FIGS. 2 and 3, a suction stationary vane 12 is provided at a suction port 2 of the pump 1 connected to the suction passage 3, and the pump vanes are opposed to the suction stationary vane 12. Car 13
Is provided. The rotating shaft 14 of the pump impeller 13
Are held by bearings 15 and driven by a driving machine (often an engine) 16.

【0012】ポンプ羽根車13の周囲には2つの渦巻き
室17A,17Bが設けられ、第一の渦巻き室17Aは
第一の吐出し口5Aを介して第一の吐出し流路6Aに接
続され、第二の渦巻き室17Bは第二の吐出し口5Bを
介して第二の吐出し流路6Bに接続されている。
Around the pump impeller 13, two spiral chambers 17A and 17B are provided, and the first spiral chamber 17A is connected to the first discharge channel 6A through the first discharge port 5A. The second spiral chamber 17B is connected to the second discharge channel 6B via the second discharge port 5B.

【0013】そして、第一の吐出し流路6Aと第二の吐
出し流路6Bとは連通路11で接続されている。連通路
11の流路断面積は、小さい方の吐出し流路6A又は6
Bの50%以上で100%以下である。ここで、連通路
11の流路断面積を小さい方の吐出し流路6A又は6B
の50%以上としたのは、50%未満では、半径スラス
ト低減の効果が小さく、例えば25%では図4の曲線W
で示す様に、曲線X(後述)で示す特性よりも、半径ス
ラストが大きくなってしまうからである。また50%未
満では、バルブ故障時において、流路の管路抵抗が大き
くなり、必要な水量が確保出来なくなる。さらに50%
未満では、バルブ故障時に流路損失が大きくなり、ポン
プ性能(特に効率)が著しく低下してしまう。一方、連
通路11の流路断面積を小さい方の吐出し流路6A又は
6Bの100%以上とした場合には、構造物としての強
度上、問題がある。さらに、流路断面積を50%以上と
したことにより、各吐出し流路6A又は6Bを介して両
渦巻き室17A,17Bの液圧を速やかに均圧にするこ
とができる。これに加えて、100%以下であるので、
吐出し流路6A及び6Bを連通路11で容易に接続でき
る。
The first discharge passage 6A and the second discharge passage 6B are connected by a communication passage 11. The flow path cross-sectional area of the communication path 11 is smaller than the smaller discharge flow path 6A or 6A.
B is 50% or more and 100% or less. Here, the discharge channel 6A or 6B having the smaller cross-sectional area of the communication channel 11 is used.
The reason why the radial thrust reduction effect is small when the ratio is less than 50% is less than 50%.
This is because the radial thrust becomes larger than the characteristic shown by the curve X (described later) as shown by. If it is less than 50%, when a valve fails, the pipe resistance of the flow path becomes large, and it becomes impossible to secure a necessary amount of water. 50% more
If it is less than 5, the flow path loss becomes large at the time of valve failure, and the pump performance (especially efficiency) is significantly reduced. On the other hand, if the flow passage cross-sectional area of the communication passage 11 is set to 100% or more of the smaller discharge flow passage 6A or 6B, there is a problem in strength as a structure. Further, by setting the cross-sectional area of the flow path to 50% or more, the hydraulic pressures of the two spiral chambers 17A and 17B can be quickly equalized through the respective discharge flow paths 6A or 6B. In addition to this, since it is 100% or less,
The discharge passages 6A and 6B can be easily connected by the communication passage 11.

【0014】また、連通路11の舌部18Bからの距離
Lは、ポンプ羽根車13の直径Dの2倍以上で5倍以下
の位置に設けられている。ここで、2重渦巻きポンプで
は、渦巻室によって流体の圧力回復を行い性能を確保す
るが、舌部18Bからの距離がポンプ羽根車13の直径
Dの2倍以下の位置に連通路11を設置してしまうと、
流体の圧力回復が十分とはならず、性能が低下してしま
う。一方、最近の送水装置においては、用地確保の困難
性に鑑みてコンパクト化が求められているが、舌部18
Bから連通路11までの距離Lがあまりに大きいと、コ
ンパクト化が困難となる。そこで、舌部18Bから連通
路11までの距離Lが、ポンプ羽根車13の直径Dの5
倍以上にならない様にしているのである。これに加え
て、連通路11がポンプ羽根車13の直径Dの2倍以上
の位置に設けられているので、渦巻き室17Aとしての
機能を損なうことがない。そして、5倍以下の位置に設
けられているので、両渦巻き室17A、17Bの液圧を
速やかに均圧にすることができる。
The distance L of the communication passage 11 from the tongue portion 18B is provided at a position of not less than twice and not more than 5 times the diameter D of the pump impeller 13. Here, in the double centrifugal pump, the pressure of the fluid is recovered by the centrifugal chamber to ensure the performance. However, the communication path 11 is installed at a position where the distance from the tongue 18B is twice or less the diameter D of the pump impeller 13. If you do
Fluid pressure recovery is not sufficient and performance is degraded. On the other hand, in recent water transmission devices, downsizing is required in view of the difficulty of securing land.
If the distance L from B to the communication path 11 is too large, it will be difficult to make it compact. Therefore, the distance L from the tongue 18B to the communication passage 11 is 5 times the diameter D of the pump impeller 13.
I try not to double it. In addition, since the communication passage 11 is provided at a position at least twice the diameter D of the pump impeller 13, the function as the spiral chamber 17A is not impaired. And since it is provided in the position of 5 times or less, the hydraulic pressure of both the spiral chambers 17A and 17B can be quickly equalized.

【0015】次に図に基づいて、本発明の送水装置の動
作を説明する。駆動機16で羽根車13を駆動すると、
水源4に接続されている吸込流路3の水は、吸込口2及
び吸込静止ベ−ン12を通って流れ込む。そして、羽根
車13で加速された水は、渦巻き室17A,17Bを通
って吐出し口5A,5Bから流出する。吐出し口5A,
5Bから流出した水は、吐出し流路6A,6Bを通って
水使用場8に流れる。
Next, the operation of the water supply device of the present invention will be described with reference to the drawings. When the impeller 13 is driven by the driving device 16,
The water in the suction passage 3 connected to the water source 4 flows through the suction port 2 and the suction stationary vane 12. Then, the water accelerated by the impeller 13 flows out of the discharge ports 5A and 5B through the spiral chambers 17A and 17B. Outlet 5A,
The water flowing out of 5B flows to the water use place 8 through the discharge flow paths 6A and 6B.

【0016】このような送水装置において、例えば仕切
り弁9A又は9B,逆止弁又はフラップ弁10A,10
Bが閉じられたり故障して機能しなくなると、吐出し流
路6A又は6Bの流量が変化する。そして、流量が少な
くなった吐出し流路6A又は6Bの水は連通路11を通
って他方の吐出し流路6A又は6Bへ流れ、渦巻き室1
7A,17Bの圧力バランスが崩れることがない。
In such a water supply device, for example, a gate valve 9A or 9B, a check valve or a flap valve 10A,
When B is closed or malfunctions due to malfunction, the flow rate of the discharge flow path 6A or 6B changes. Then, the water of the discharge flow path 6A or 6B whose flow rate has decreased flows through the communication path 11 to the other discharge flow path 6A or 6B, and the swirl chamber 1
The pressure balance between 7A and 17B is not lost.

【0017】しかし従来の送水装置では連通路11がな
いので、吐出し流路6A又は6Bの流量が変化すると、
両渦巻き室17A,17Bの圧力バランスが崩れ、回転
軸14の軸受け15に直角方向のいわゆる半径スラスト
荷重が発生する。そして、ポンプの送水性能が落ち、振
動の原因になり、回転軸14が疲労破損することもあ
る。
However, since the conventional water supply device does not have the communication path 11, when the flow rate of the discharge flow path 6A or 6B changes,
The pressure balance between the two spiral chambers 17A and 17B is lost, and a so-called radial thrust load in a direction perpendicular to the bearing 15 of the rotating shaft 14 is generated. Then, the water supply performance of the pump deteriorates, causing vibration, and the rotating shaft 14 may be fatigued and damaged.

【0018】図4は、ポンプの吐出流量を横軸に、軸受
けの半径スラスト荷重を縦軸に示し、2つの吐出し流路
を有するポンプの最高効率点における吐出流量を100
%とし、その点における半径スラスト荷重を100%と
したグラフである。ここで曲線Wは、連通路11の流路
断面積を小さい方の吐出し流路6A又は6Bの25%に
した場合の特性曲線である。曲線Xは、連通路を設けな
い従来の送水装置で、2流路で運転した場合の特性曲線
である。曲線Yは、連通路を設けない従来の送水装置
で,一方の仕切り弁を閉じて運転した場合の特性曲線で
ある。曲線Zは、連通路を設けた本発明の送水装置で、
一方の仕切り弁を閉じて運転した場合の特性曲線であ
る。
FIG. 4 shows the discharge flow rate of the pump on the horizontal axis and the radial thrust load of the bearing on the vertical axis, and shows the discharge flow rate at the highest efficiency point of the pump having two discharge flow paths at 100.
%, And the radial thrust load at that point is 100%. Here, the curve W is a characteristic curve when the flow passage cross-sectional area of the communication passage 11 is 25% of the smaller discharge flow passage 6A or 6B. A curve X is a characteristic curve in a case where the conventional water supply device without a communication passage is operated in two flow paths. Curve Y is a characteristic curve when the conventional water supply device without a communication passage is operated with one gate valve closed. Curve Z is a water supply device of the present invention provided with a communication passage,
It is a characteristic curve at the time of driving | operation with one gate valve closed.

【0019】なお、この実験が行われた送水装置は、両
吐出し流路6A,6Bの流路断面積は同じであり、連通
路11の流路断面積は吐出し流路6Aの50%であり、
そして、連通路11が舌部18Bから距離4D(Dはポ
ンプ羽根車13の直径)だけ離れた位置に設けられてい
る。
In the water supply device in which this experiment was conducted, the cross-sectional areas of the two discharge passages 6A and 6B were the same, and the cross-sectional area of the communication passage 11 was 50% of the discharge passage 6A. And
The communication passage 11 is provided at a position away from the tongue 18B by a distance 4D (D is the diameter of the pump impeller 13).

【0020】図4で示す様に、連通路11の流路断面積
が所定範囲(小さい方の吐出し流路6A又は6Bの、5
0%以上で且つ100%以下)から外れている場合(例
えば25%)には、半径スラスト荷重が比較的大であ
る。また、連通路を設けない従来の送水装置では一方の
吐出し流路だけで送水すると、曲線Yで示されるよう
に、半径スラスト荷重が極端に増大する。これに対し
て、曲線Zで示されるように、連通路を設けた本発明の
送水装置では半径スラスト荷重が増大することがない。
しかも、連通路を設けない従来の送水装置において、両
方の吐出し流路で送水した場合(曲線X)よりも、半径
スラスト荷重が少なく、好適な送水性能を長期間保つこ
とができる。
As shown in FIG. 4, the flow passage cross-sectional area of the communication passage 11 is within a predetermined range (the smaller of the smaller discharge passages 6A or 6B).
When it is out of the range of 0% or more and 100% or less (for example, 25%), the radial thrust load is relatively large. In addition, in the conventional water supply device having no communication passage, when water is supplied only through one of the discharge passages, the radial thrust load extremely increases as shown by a curve Y. On the other hand, as shown by the curve Z, in the water supply device of the present invention provided with the communication passage, the radial thrust load does not increase.
In addition, in the conventional water supply device having no communication passage, the radial thrust load is smaller than that in the case where water is supplied through both discharge flow paths (curve X), and suitable water supply performance can be maintained for a long time.

【0021】なお、図示の実施形態はあくまでも例示で
あり、本発明の技術的範囲を限定する趣旨ではない旨を
付記する。
It should be noted that the illustrated embodiment is merely an example, and is not intended to limit the technical scope of the present invention.

【0022】[0022]

【発明の効果】以上説明した本発明によれば、2重渦巻
き室付遠心ポンプの吸込口を吸い込み流路を介して水源
に接続し、2重渦巻き室付遠心ポンプの各渦巻き室の吐
出し口を吐出し流路を介して水使用場に接続した送水装
置において、前記吐出し流路を連通路で接続したので、
連通路により各吐出し口側の流量の変化による両渦巻き
室の液圧バランスの崩れが極力少なくなり、回転軸の半
径スラスト荷重の増大が押さえられてポンプの振動がな
くなり、好適なポンプ性能を長期間保つことができる。
According to the present invention described above, the suction port of the centrifugal pump with a double spiral chamber is connected to a water source through a suction channel, and the discharge of each spiral chamber of the centrifugal pump with a double spiral chamber is performed. In the water supply device in which the outlet is connected to the water use place through the discharge channel, since the discharge channel is connected by the communication path,
The communication passage minimizes the collapse of the hydraulic pressure balance between the two swirl chambers due to the change in the flow rate at each discharge port side, suppresses the increase in the radial thrust load of the rotating shaft, eliminates pump vibration, and improves pump performance. Can be kept for a long time.

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

【図1】本発明の送水装置を示すブロック図。FIG. 1 is a block diagram showing a water supply device of the present invention.

【図2】本発明の送水装置の2重渦巻き室付遠心ポンプ
の縦断面図。
FIG. 2 is a vertical sectional view of a centrifugal pump with a double vortex chamber of the water supply device of the present invention.

【図3】本発明の送水装置の2重渦巻き室付遠心ポンプ
の横断面図。
FIG. 3 is a cross-sectional view of a centrifugal pump with a double swirl chamber of the water supply device of the present invention.

【図4】ポンプの吐出流量と羽根車の回転軸の半径スラ
スト荷重との関係を示す図。
FIG. 4 is a diagram showing a relationship between a discharge flow rate of a pump and a radial thrust load of a rotating shaft of an impeller.

【符号の説明】[Explanation of symbols]

1・・・2重渦巻き室付遠心ポンプ 2・・・吸込口 3・・・吸込流路 4・・・水源 5A,5B・・・吐出し口 6A,6B・・・吐出し流路 8・・・水使用場 9A,9B・・・仕切り弁 10A,10B・・・逆止弁又はフラップ弁 11・・・連通路 12・・・吸込静止ベ−ン 13・・・ポンプ羽根車 14・・・回転軸 15・・・軸受け 16・・・駆動機 17A,17B・・・渦巻き室 18A,18B・・・舌部 DESCRIPTION OF SYMBOLS 1 ... Centrifugal pump with double vortex chamber 2 ... Suction port 3 ... Suction channel 4 ... Water source 5A, 5B ... Discharge port 6A, 6B ... Discharge channel 8. ..Water use area 9A, 9B ... gate valve 10A, 10B ... check valve or flap valve 11 ... communication path 12 ... suction stationary vane 13 ... pump impeller 14 ...・ Rotating shaft 15 ・ ・ ・ Bearing 16 ・ ・ ・ Driver 17A, 17B ・ ・ ・ Swirl chamber 18A, 18B ・ ・ ・ Tongue

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 2重渦巻き室付遠心ポンプの吸込口を吸
込流路を介して水源に接続し、2重渦巻き室付遠心ポン
プの各渦巻き室の吐出し口をそれぞれ吐出し流路を介し
て水使用場に接続した2重渦巻き室付遠心ポンプの送水
装置において、前記2つの吐出し流路を連通路で接続
し、その連通路の流路断面積は、前記吐出し流路の小さ
い方の流路断面積の50%以上で100%以内であるこ
とを特徴とする2重渦巻き室付遠心ポンプの送水装置。
1. A suction port of a centrifugal pump with a double spiral chamber is connected to a water source through a suction channel, and a discharge port of each of the spiral chambers of the centrifugal pump with a double spiral chamber is discharged through a discharge channel. In the water supply device for a centrifugal pump with a double convoluted chamber connected to a water use site, the two discharge channels are connected by a communication channel, and the cross-sectional area of the communication channel is smaller than that of the discharge channel. A water supply device for a centrifugal pump with a double vortex chamber, characterized in that the flow path cross-sectional area is 50% or more and 100% or less.
【請求項2】 前記連通路と2重渦巻き室付遠心ポンプ
の渦巻き室の舌部との距離は、前記2重渦巻き室付遠心
ポンプの羽根車の直径の2倍以上で5倍以内である請求
項1又は2に記載の送水装置。
2. The distance between the communication passage and the tongue of the spiral chamber of the centrifugal pump with a double spiral chamber is at least twice and within five times the diameter of the impeller of the centrifugal pump with a double spiral chamber. The water supply device according to claim 1.
JP11113694A 1999-04-21 1999-04-21 Water supply device of centrifugal pump with double scroll chamber Pending JP2000303997A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11113694A JP2000303997A (en) 1999-04-21 1999-04-21 Water supply device of centrifugal pump with double scroll chamber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11113694A JP2000303997A (en) 1999-04-21 1999-04-21 Water supply device of centrifugal pump with double scroll chamber

Publications (1)

Publication Number Publication Date
JP2000303997A true JP2000303997A (en) 2000-10-31

Family

ID=14618821

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11113694A Pending JP2000303997A (en) 1999-04-21 1999-04-21 Water supply device of centrifugal pump with double scroll chamber

Country Status (1)

Country Link
JP (1) JP2000303997A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019078206A (en) * 2017-10-24 2019-05-23 株式会社荏原製作所 Underground drainage pump facility

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019078206A (en) * 2017-10-24 2019-05-23 株式会社荏原製作所 Underground drainage pump facility

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