JPH1182317A - Operation control device for water feed and distribution pump - Google Patents

Operation control device for water feed and distribution pump

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Publication number
JPH1182317A
JPH1182317A JP25058197A JP25058197A JPH1182317A JP H1182317 A JPH1182317 A JP H1182317A JP 25058197 A JP25058197 A JP 25058197A JP 25058197 A JP25058197 A JP 25058197A JP H1182317 A JPH1182317 A JP H1182317A
Authority
JP
Japan
Prior art keywords
pump
water
pumps
distribution
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.)
Pending
Application number
JP25058197A
Other languages
Japanese (ja)
Inventor
Yosuke Takemoto
洋介 竹本
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP25058197A priority Critical patent/JPH1182317A/en
Publication of JPH1182317A publication Critical patent/JPH1182317A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To achieve a remarkable energy saving by minimizing a power consumption when a small amount of water supply and distribution is required for consumers at higher levels and when a large amount of water supply and distribution is required for consumers at lower levels while an entire equipment is reduced in sized for economization. SOLUTION: An operation control device of a water supply and distribution pump is structured so that it judges the consumers who, at present, require supply and distribution of water and necessary water amounts based on a flow rates detected by a flow detectors 1F-3, 2F-3,..., 51F-3 which detect the flow rates in water supply and distribution branch pipes 1F-2, 2F-2,..., 51F-2 installed at multiple consumers with a height differences such as multistory buildings and, according to the judgment, performs the operation control in which the control of the number of operating pumps among a plurality of pumps 4A to 4D having a required water amount and lift at rating, selective switchover of the operation mode between the series and parallel operations of each pump, and operating rotational speed control of each pump are combined with each other.

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、例えば高層ビル等
の高層建築物の最低階(1階もしくは地階)から最高階
までの各階毎に水道水などを給配水する場合や山の斜面
に沿い高所から低所にわたる幅広い範囲に存在する段々
畑に灌水用水を分配するような用いられる給配水ポンプ
の運転制御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 a case where tap water or the like is supplied and distributed to each floor from the lowest floor (first floor or basement) to the highest floor of a high-rise building such as a high-rise building, or along a slope of a mountain. The present invention relates to an operation control device for a water supply / distribution pump used for distributing irrigation water to terraced fields existing in a wide range from a high place to a low place.

【0002】[0002]

【従来の技術】例えば高層建築物の最低階から最高階ま
でのように、高所から低所までの幅広い高低レベルの需
要先に給配水を行なう設備として、従来、次のような二
つの給配水設備が知られている。その一つは、高層建築
物の屋上などの高所位置に給水タンクを設置するととも
に、高層建築物の1階もしくは地階などの低所位置に上
記給水タンク内の水位が一定以下になったときに運転さ
れる補給水ポンプを設置してなるものである。
2. Description of the Related Art Conventionally, there are two types of facilities for supplying and distributing water to a wide range of high and low level demand destinations from high places to low places, for example, from the lowest floor to the highest floor of a high-rise building. Water distribution facilities are known. One of them is to install a water supply tank at a high place such as the roof of a high-rise building, and when the water level in the water supply tank falls below a certain level at a low place such as the first floor or basement of a high-rise building. And a make-up water pump to be operated.

【0003】他の一つは、高層建築物の1階もしくは地
階などの低所位置に、定格で最高レベルの需要先にまで
給配水が可能な揚程および水量を有するポンプの複数台
を設置し、これら複数台のポンプの運転台数を必要水量
に応じて制御するように構成したものである。
[0003] The other is to install a plurality of pumps having a head and a water amount capable of supplying and distributing water to a rated highest demand destination at a low place such as the first floor or the basement of a high-rise building. The number of operating the plurality of pumps is controlled in accordance with the required water amount.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記した従来
の給配水設備のうち、前者のものでは、高層建築物の屋
上などの高所位置に非常に大型で大重量の給水タンクを
設置する必要があって、建築物や山の斜面自体の強度保
持および占有スペースの面から好ましくなく、また補給
水ポンプとしても最高レベルの需要先にまで給配水が可
能な揚程および水量を有する最大容量のものを設置する
必要があり、設備全体が不経済なものになりやすい。さ
らに、給水タンク内の水位が一定以下になった状態で、
例えば低所レベルの需要先に少量の給配水を行なう場合
でも、上記のような揚程および水量の補給水ポンプが定
格運転されるために、必要以上の動力が消費されるとい
う問題がある。
However, among the above-mentioned conventional water supply and distribution facilities, the former requires installation of a very large and heavy water supply tank at a high place such as the roof of a high-rise building. It is not desirable from the viewpoint of maintaining the strength of the building or the mountain slope itself and occupying space, and the maximum capacity with a head and water volume that can supply and distribute water to the highest level of demand as a makeup water pump Must be installed, and the entire equipment tends to be uneconomical. In addition, with the water level in the water tank below a certain level,
For example, even when supplying a small amount of water to a demand place at a low place, there is a problem that unnecessary power is consumed because the makeup water pump having the above-mentioned head and water quantity is operated at rated operation.

【0005】また、後者のものでは、ポンプの運転台数
の制御により水量のみを段階的に変更することが可能で
あるものの、複数台のポンプ全てが定格で最高レベルの
需要先にまで給配水が可能な揚程および水量を有するも
のであるから、高所レベルの需要先に少量の給配水が必
要な場合や低所レベルの需要先に少量もしくは多量の給
配水が必要な場合のいずれの場合も、上記のような高揚
程のポンプが運転されるために、必要以上の動力が消費
されてしまい、ランニングコストの上昇は避けられない
という問題があった。
[0005] In the case of the latter, although only the amount of water can be changed stepwise by controlling the number of operating pumps, all of the plurality of pumps can supply water to the rated and highest-level demand destination. Since it has a possible head and quantity of water, it is necessary to supply a small amount of water to high-level customers or to supply a small or large amount of water to low-level customers. However, since the high-lift pump as described above is operated, excessive power is consumed, and there is a problem that an increase in running cost cannot be avoided.

【0006】本発明は上記実情に鑑みてなされたもの
で、設備全体の小型経済化を図りながら、高所レベルの
需要先に少量の給配水が必要な場合や低所レベルの需要
先に少量もしくは多量の給配水が必要な場合の動力消費
を最小にして大幅な省エネルギー化を達成することがで
きる給配水ポンプの運転制御装置を提供することを目的
としている。
[0006] The present invention has been made in view of the above-mentioned circumstances, and is intended to reduce the size and cost of the entire facility while requiring a small amount of water supply and distribution to high-level customers and low-level customers. Alternatively, it is an object of the present invention to provide an operation control device of a water supply / distribution pump capable of achieving significant energy saving by minimizing power consumption when a large amount of water supply / distribution is required.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、請求項1に記載の発明に係る給配水ポンプの運転制
御装置は、高所から低所までの幅広い高低レベルの需要
先に給配水を分配するように分岐接続させた給配水分岐
本管のそれぞれに流量検知装置が設けられているととも
に、上記共通給配水本管の下端側には、定格で必要な水
量および揚程を有する複数台のポンプが配置され、これ
ら複数台のポンプは、一つのポンプの吐出側配管と他の
ポンプの吸込側配管とを接続する連結管と、その連結管
および該連結管の接続箇所よりも下流の上記吐出側配管
ならびに上記他のポンプの吸込側配管のそれぞれに介在
させた開閉弁とを有し、これら開閉弁の開閉切換えによ
り上記一つのポンプと他のポンプとを並列運転状態と直
列運転状態とに切換え選択可能に構成され、かつ、上記
複数台のポンプの運転回転数を可変する回転数制御手段
が設けられてなり、上記各流量検知装置による検知流量
に基づいて給配水の必要需要先および必要水量を判断す
ると共に、その判断に応じてポンプの運転台数と直列・
並列運転状態の選択とポンプの運転回転数制御とを同時
並行するように構成していることを特徴とするものであ
る。
In order to achieve the above object, an operation control device for a water supply / distribution pump according to the first aspect of the present invention supplies power to a wide range of high and low level demand destinations from high places to low places. A flow rate detecting device is provided in each of the water supply and distribution branch mains branched and connected so as to distribute the water distribution, and a plurality of water supply units having a rated required water amount and a head are provided at the lower end side of the common water supply and distribution mains. Pumps are arranged, and the plurality of pumps are connected downstream of a connecting pipe connecting the discharge-side pipe of one pump and the suction-side pipe of the other pump, and the connecting pipe and a connecting point of the connecting pipe. An open / close valve interposed in each of the discharge-side pipe and the suction-side pipe of the other pump, and the one pump and the other pump are operated in parallel and in series by switching the open / close of these open / close valves. Off to the state Rotation speed control means for varying the operating rotation speed of the plurality of pumps is provided, and the required demand and supply destinations of the water supply and distribution are determined based on the flow rates detected by the respective flow rate detection devices. Determine the amount of water, and in accordance with the determination,
It is characterized in that the selection of the parallel operation state and the control of the operating speed of the pump are performed simultaneously in parallel.

【0008】上記のような構成を有する請求項1に記載
の発明によれば、高低各レベルの需要先に設けられた給
配水分岐本管内の流量がそれぞれ流量検知装置により検
知され、それら各検知流量に基づいて現在給配水を必要
としている需要先および必要水量が判断される。そのよ
うな給配水の必要需要先および必要水量の判断に応じ
て、例えば高所レベルの需要先に少量の給配水が必要な
場合は一つのポンプと他のポンプとを直列運転状態に切
換えるとともに、回転数制御手段を介してそれらポンプ
の運転回転数を必要な揚程および水量になるように低下
させ、また、低所レベルの需要先に多量の給配水が必要
な場合は複数台のポンプを並列運転状態に切換えるとと
もに、回転数制御手段を介してポンプ1台当たりの必要
揚程および必要水量になるように各ポンプの運転回転数
を制御するといった具合に、ポンプの運転台数制御と直
列・並列運転状態の切換え選択とポンプの運転回転数制
御とを同時並行することによって、上述した従来の運転
台数制御方式のものに比べて、少ない消費動力で幅広い
高低レベルの需要先へ必要水量を給配水することが可能
となる。
According to the first aspect of the present invention having the above-described structure, the flow rates in the water supply / distribution branch main pipes provided at the high and low level demand destinations are respectively detected by the flow rate detecting device, and the respective detections are performed. Based on the flow rate, the demand destination and the required amount of water that currently require water supply and distribution are determined. According to the determination of the necessary demand and the required water amount of such water supply and distribution, for example, when a small amount of water is required for the high-level demand destination, one pump and another pump are switched to the serial operation state. The operating speed of these pumps is reduced to the required head and water volume through the speed control means, and if a large amount of water is required for low-level demand, a plurality of pumps must be installed. In parallel with switching to the parallel operation state, the number of operating pumps is controlled in series / parallel with the control of the number of operating pumps, for example, by controlling the number of operating pumps so that the required head and the required amount of water per pump are obtained via the number of rotation control means. By simultaneously selecting the operation state switching and controlling the operation speed of the pump, compared to the above-mentioned conventional operation number control system, a wide range of high and low levels can be achieved with less power consumption. It is possible to supply water distribution the necessary amount of water to the required destination.

【0009】上記請求項1に記載の発明に係る給配水ポ
ンプの運転制御装置において、上記複数台のポンプとし
て、請求項2に記載のように、並列運転状態と直列運転
状態とに切換え選択可能な複数のポンプを一組とし、そ
の複数組から構成する場合は、各階の検知流量に基づく
給配水の必要需要先および必要水量の判断に対応するポ
ンプの運転制御を一層きめ細かく行なえて、消費動力の
削減量をより大きくすることができる。
In the operation control device for a water supply / distribution pump according to the first aspect of the present invention, the plurality of pumps can be selectively switched between a parallel operation state and a series operation state. When a plurality of pumps are combined into a single set and the plurality of pumps are configured, the operation control of the pump corresponding to the determination of the required demand and the required amount of water supply and distribution based on the detected flow rate of each floor can be performed more finely, and the power consumption can be reduced. Can be further increased.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態を図面
にもとづいて説明する。図1は本発明に係る給配水ポン
プの運転制御装置を高層建築物における給配水ポンプの
運転制御装置に適用した場合の概要を示す構成図であ
り、同図において、1は例えば51階建の高層建築物の
最低階である1階から最高階である51階まで亘る長さ
を持ち、図示省略するダクトスペース内に鉛直姿勢に配
設された共通給配水本管で、この共通給配水本管1の各
階1F〜51Fに対応する箇所には各階毎の需要先に給
配水を分配するための給配水分岐本管1F−2,2F−
2,…,51F−2が分岐接続されている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a configuration diagram showing an outline of a case in which an operation control device for a water supply / distribution pump according to the present invention is applied to an operation control device for a water supply / distribution pump in a high-rise building. In FIG. This common water supply and distribution main has a length ranging from the lowest floor of the high-rise building to the 51st floor, which is the highest floor, and is installed in a vertical position in a duct space (not shown). At a location corresponding to each floor 1F to 51F of the pipe 1, a water supply / distribution branch main pipe 1F-2, 2F- for distributing water supply / distribution to a demand destination of each floor.
, 51F-2 are branched and connected.

【0011】上記各階の給配水分岐本管1F−2,2F
−2,…,51F−2にはそれぞれ流量検知装置1F−
3,2F−3,…,51F−3が設けられている。ま
た、上記共通給配水本管1の下端側で高層建築物の地階
もしくは1階に構築された機械室には、それぞれ定格
(最高効率点)で必要な水量および揚程を有する複数
台、例えば4台のポンプ4A,4B,4C,4Dが設置
されている。これら4台のポンプ4A〜4Dは隣接する
一対のポンプ4Aと4Bおよび4Cと4Dを組単位と
し、各組毎においてそれらの運転状態が切換え選択可能
に構成されている。
[0011] Water supply and distribution branch mains 1F-2 and 2F on each floor
−2,..., 51F-2 each have a flow detector 1F-
, 51F-3 are provided. In the machine room constructed on the basement floor or the first floor of a high-rise building at the lower end side of the common water supply / distribution main pipe 1, a plurality of units each having a required water amount and a head at a rated (highest efficiency point), for example, 4 units The pumps 4A, 4B, 4C, and 4D are provided. These four pumps 4A to 4D are configured such that a pair of adjacent pumps 4A and 4B and 4C and 4D are set as a set, and their operating states can be switched and selected for each set.

【0012】具体的には、図2に明示するように、各ポ
ンプ4A〜4Dの吸込側配管5A〜5Dが水道配管7に
それぞれ接続され、かつ、吐出側配管6A〜6Dが上記
共通給配水本管1の基端部にそれぞれ接続されていると
ともに、各組の一方のポンプ4A,4Cの吐出側配管6
A,6Cと各組の他方のポンプ4B,4Dの吸込側配管
5B,5Dとを接続する連結管8−1,8−2が設けら
れ、これら連結管8−1,8−2および上記各組の一方
のポンプ4A,4Cの吐出側配管6A,6Cで上記連結
管8−1,8−2の接続箇所よりも下流部分ならびに各
組の他方のポンプ4B,4Dの吐出側配管6B,6Dの
それぞれには電動式開閉弁V11,V41およびV12,V42
ならびにV13,V43が介在されている。さらに、各ポン
プ4A〜4Dの吸込側配管5A〜5Dにもそれぞれ電動
式開閉弁V10,V20,V30,V40が介在されている。
Specifically, as shown in FIG. 2, the suction side pipes 5A to 5D of the pumps 4A to 4D are connected to the water supply pipe 7, respectively, and the discharge side pipes 6A to 6D are connected to the common water supply and distribution. Each of the pumps 4A, 4C of each pair is connected to the base end of the main pipe 1 and is connected to the discharge side pipe 6 of one of the pumps 4A, 4C.
Connection pipes 8-1 and 8-2 are provided for connecting A, 6C and the suction-side pipes 5B, 5D of the other pumps 4B, 4D of each set. The discharge-side pipes 6B, 6D of the discharge pumps 6A, 6C of one of the pumps 4A, 4C of the set are downstream from the connection point of the connecting pipes 8-1, 8-2, and the pumps 4B, 4D of the other pumps 4B, 4D of each set. Each of the motorized on-off valves V11, V41 and V12, V42
V13 and V43 are interposed. Further, electric open / close valves V10, V20, V30 and V40 are also interposed in the suction side pipes 5A to 5D of the pumps 4A to 4D, respectively.

【0013】そして、上記各組毎で上記電動式開閉弁V
11,V41およびV12,V42ならびにV13,V43の開閉を
切換える弁開閉制御装置10が設けられており、この弁
開閉制御装置10の作動により、図2(a)に示すよう
に、各組の一対のポンプ4Aと4Bおよび4Cと4Dと
を並列運転させる状態と、図2(b)に示すように、直
列運転させる状態とに切換え選択可能に構成している。
図2において、黒で塗り潰した弁は閉、白抜きした弁は
開、矢印は水の流れ状態を示す。
[0013] The electric on-off valve V
A valve opening / closing control device 10 for switching the opening and closing of 11, V41 and V12, V42 and V13, V43 is provided. By the operation of the valve opening / closing control device 10, as shown in FIG. The pumps 4A and 4B and the pumps 4C and 4D are operated in parallel and, as shown in FIG. 2B, can be selectively operated in series.
In FIG. 2, the valve painted black is closed, the valve outlined is open, and the arrows indicate the flow of water.

【0014】また、上記4台のポンプ4A〜4Dを駆動
するモータ9A〜9Dには、各ポンプ4A〜4Dの運転
および運転停止を制御するポンプ運転台数制御装置11
と各ポンプ4A〜4Dの回転数を可変とする回転数制御
装置12が設けられている。さらに、図1において、1
3はコントローラで、このコントローラ13は上記各流
量検知装置1F−3,2F−3,…,51Fによる検知
流量信号が入力されるようになっており、それら入力さ
れる各階の検知流量信号を比較することで、給配水の必
要階および必要水量を判断すると共に、その判断に応じ
て上記ポンプ運転台数制御装置11、弁開閉制御装置1
0および回転数制御装置12にそれぞれ指令信号を出力
するように構成されている。
The motors 9A to 9D for driving the four pumps 4A to 4D are provided with a pump operation number control device 11 for controlling the operation and stop of the pumps 4A to 4D.
And a rotation speed control device 12 that makes the rotation speed of each of the pumps 4A to 4D variable. Further, in FIG.
Reference numeral 3 denotes a controller. The controller 13 receives the detected flow rate signals from the respective flow rate detecting devices 1F-3, 2F-3,..., 51F, and compares the input detected flow rate signals on each floor. By doing so, the necessary floor and the required water amount of the supply and distribution water are determined, and the pump operation number control device 11, the valve opening / closing control device 1
It is configured to output a command signal to each of the zero and the rotation speed control device 12.

【0015】次に、上記のように構成された高層建築物
における給配水ポンプの運転制御装置によるポンプ運転
制御動作について説明する。高層建築物の各階1F〜5
1Fに設けられた給配水分岐本管1F−2,2F−2,
…,51F−2内の流量がそれぞれ流量検知装置1F−
3,2F−3,…,51F−3により検知されており、
それら各検知流量信号がコントローラ13に伝達入力さ
れそれらの比較により現在給配水を必要としている階お
よび必要水量が判断される。そのような給配水の必要階
および必要水量の判断に応じてコントローラ13からポ
ンプ運転台数制御装置11、弁開閉制御装置10および
回転数制御装置12にそれぞれ指令信号が出力される。
Next, a description will be given of a pump operation control operation by the operation control device of the water supply / distribution pump in the high-rise building configured as described above. Each floor of high-rise building 1F-5
Water supply and distribution branch mains 1F-2, 2F-2,
..., the flow rate in 51F-2 is the flow rate detection device 1F-
3, 2F-3, ..., 51F-3,
The respective detected flow rate signals are transmitted to the controller 13 and are compared with each other to determine the floor requiring the current water supply and the required water amount. A command signal is output from the controller 13 to the pump operation number control device 11, the valve opening / closing control device 10, and the rotation speed control device 12 in accordance with the determination of the necessary floor and the required water amount of the water supply and distribution.

【0016】例えば高層階に少量の給配水が必要と判断
された場合は、ポンプ運転台数制御装置11を介して一
組のポンプ4A,4B(または4C,4D)が運転され
ると共に、弁開閉制御装置10を介して電動式開閉弁V
10,V11,V13を開、V20,V12を閉として両ポンプ4
A,4Bが図2(b)に示す直列運転状態に切換えら
れ、かつ、回転数制御装置12を介してポンプ4A,4
Bの運転回転数が必要な揚程及び水量になるように低下
される。また、低層階に多量の給配水が必要な場合は、
上記弁開閉制御装置10を介して電動式開閉弁V10,V
20,V12,V13を開、V11を閉として両ポンプ4A,4
Bが図2(a)に示す並列運転状態に切換えられるとと
もに、回転数制御装置12を介して各ポンプ4A,4B
の運転回転数がポンプ1台当たりの必要揚程および必要
水量になるように制御される。
For example, when it is determined that a small amount of water is required to be supplied to the upper floor, a set of pumps 4A and 4B (or 4C and 4D) is operated via the pump operation number controller 11, and the valves are opened and closed. The electric on-off valve V via the control device 10
10, V11 and V13 open, V20 and V12 closed and both pumps 4
A and 4B are switched to the series operation state shown in FIG. 2B, and the pumps 4A and 4B are
The operating speed of B is reduced to the required head and water amount. If a large amount of water is required on the lower floors,
Electric on-off valves V10 and V10 via the valve on-off control device 10
20, V12 and V13 open, V11 closed and both pumps 4A, 4
B is switched to the parallel operation state shown in FIG. 2A and the pumps 4A, 4B
Is controlled such that the required number of rotations is equal to the required head and the required amount of water per pump.

【0017】以上のように現在給配水を必要としている
階および必要水量の判断に応じて複数台のポンプ4A〜
4Dの運転台数の制御と、一組単位のポンプ4Aと4B
および4Cと4Dの直列運転状態と並列運転状態との切
換え選択と、各ポンプ4A〜4D毎の運転回転数制御と
を同時並行することによって、いずれの場合も最小の動
力で必要階へ必要水量を給配水することが可能で、省エ
ネルギーが図れる。
As described above, the plurality of pumps 4A to 4A to 4F are determined in accordance with the determination of the floor that currently requires water supply and the required amount of water.
4D operation number control and one set of pumps 4A and 4B
And the selection of switching between the series operation state and the parallel operation state of the pumps 4C and 4D and the control of the operating speed of each of the pumps 4A to 4D at the same time, in each case, the required water amount to the required floor with the minimum power. Water can be supplied and distributed, saving energy.

【0018】因みに、上記実施の形態で示したような5
1階建の高層建築物における具体的な給配水の事例を挙
げ、それら各事例での省エネルギー効果について説明す
る。 (ケース1)最上階(51F)に1台のポンプの定格水
量の50%の水量の給配水が必要な場合; 従来の運転台数制御方式の給配水設備によれば、1台
のポンプを100%回転(N100 )させる。このときの
必要吐出圧H、必要水量Q、所要動力Pは、 H=H100 Q=0.5×Q100 P=P100 となる。 本発明によれば、2台のポンプを直列運転させる。こ
のとき、最上階へ揚水するに必要な吐出圧(H1
2 )と回転数N´は、 H100 =H1 +H2 1 =H2 =(N´/N100 2 ×H ∴(N´/N100 2 =1/2 ∴N´=N100 ×1/21/2 =0.7×N100 また、このときの水量Q´および1台当たりの動力P´
は、 Q´=0.7×Q ……定格水量の70%となる。 P´=(0.7)3 となり、したがって、総動力PTは、 PT=P´1 +P´2 =2p´=2×(0.7)3 ×P =0.686P となり、従来の台数制御方式での1台の運転に比べて6
8.6%の動力ですみ、31.4%の省エネルギーが図
れる。
By the way, as shown in the above embodiment, 5
Specific examples of water supply and distribution in a one-story high-rise building will be given, and the energy saving effect of each case will be described. (Case 1) A case where water supply and distribution of 50% of the rated water amount of one pump is required for the top floor (51F); % Rotation (N 100 ). The required discharge pressure H, required water amount Q, and required power P at this time are as follows: H = H 100 Q = 0.5 × Q 100 P = P 100 According to the present invention, two pumps are operated in series. At this time, the discharge pressure required to pump water to the top floor (H 1 =
H 2 ) and the number of revolutions N ′ are as follows: H 100 = H 1 + H 2 H 1 = H 2 = (N ′ / N 100 ) 2 × HN (N ′ / N 100 ) 2 = 1 / 2´N ′ = N 100 × 1/2 1/2 = 0.7 × N 100 In addition, the water amount Q ′ and the power P ′ per unit at this time.
Q ′ = 0.7 × Q… 70% of the rated water volume. P ′ = (0.7) 3 , so the total power PT is PT = P ′ 1 + P ′ 2 = 2p ′ = 2 × (0.7) 3 × P = 0.686P, and the conventional unit control 6 compared to one operation in the system
Only 8.6% power is required, and 31.4% energy savings can be achieved.

【0019】(ケース2)最上階(51F)の(1/1
0)の揚程でよい階(約5階)に1台のポンプの定格水
量の200%の水量の給配水が必要な場合; 従来の運転台数制御方式の給配水設備によれば、2台
のポンプを100%回転(N100 )させる。このときの
所要動力は2Pである。 本発明によれば、2台のポンプの並列運転を2組とす
る。このとき、ポンプ1台当たりの必要水量Q、必要回
転数N´、ポンプ1台当たりの揚程H´ならびにポンプ
1台当たりの動力P´は、 Q=0.5×Q{=2×Q×(1/4)} N´=0.5Q/Q=0.5 H´=(0.5)2 ×H100 =0.25×H100 >0.1×H100 P´=(0.5)3 ×P=0.125P となり、したがって、総動力PTは、 PT=4×0.125P =0.5P となり、従来の台数制御方式での2台の運転に比べて6
8.6%の動力ですみ、31.4%の省エネルギーが図
れる。<最上階へ揚水するに必要な吐出圧(H1
2 )と回転数N´は、 H100 =H1 +H2 1 =H2 =(N´/N100 2 ×H ∴(N´/N100 2 =1/2 ∴N´=N100 ×1/21/2 =0.7×N100 また、このときの水量Q´および1台当たりの動力P´
は、 Q´=0.7×Q ……定格水量の70%となる。 P´=(0.7)3 となり、したがって、総動力PTは、 PT=P´1 +P´2 =2p´=2×(0.7)3 ×P =0.686P となり、従来の台数制御方式に比べて25%の動力です
み、75%の省エネルギーが図れる。
(Case 2) (1/1) of the top floor (51F)
0) When water supply and distribution of 200% of the rated water volume of one pump is required on the floor (approx. 5th floor) where the head can be lifted; The pump is rotated 100% (N 100 ). The required power at this time is 2P. According to the present invention, two sets of two pumps are operated in parallel. At this time, the required water amount Q per pump, the required rotation speed N ', the head H' per pump, and the power P 'per pump are as follows: Q = 0.5 × Q × = 2 × Q × (1/4)} N ′ = 0.5 Q / Q = 0.5 H ′ = (0.5) 2 × H 100 = 0.25 × H 100 > 0.1 × H 100 P ′ = (0. 5) 3 × P = 0.125P, and thus the total power PT becomes PT = 4 × 0.125P = 0.5P, which is 6 times smaller than the operation of two units in the conventional number control method.
Only 8.6% power is required, and 31.4% energy savings can be achieved. <Discharge pressure required to pump water to the top floor (H 1 =
H 2 ) and the number of revolutions N ′ are as follows: H 100 = H 1 + H 2 H 1 = H 2 = (N ′ / N 100 ) 2 × HN (N ′ / N 100 ) 2 = 1 / 2´N ′ = N 100 × 1/2 1/2 = 0.7 × N 100 In addition, the water amount Q ′ and the power P ′ per unit at this time.
Q ′ = 0.7 × Q… 70% of the rated water volume. P ′ = (0.7) 3 , so the total power PT is PT = P ′ 1 + P ′ 2 = 2p ′ = 2 × (0.7) 3 × P = 0.686P, and the conventional unit control Only 25% power is required and 75% energy savings can be achieved.

【0020】(ケース3)中間階で1台のポンプの定格
水量の100%の水量の給配水が必要な場合; このは場合は、上記したケース1とケース2の間にな
り、数10%以上の省エネルギーが図れる。
(Case 3) Water supply and distribution of 100% of the rated water volume of one pump is required on the middle floor; in this case, it is between Case 1 and Case 2 described above, and several tens% The above energy saving can be achieved.

【0021】なお、上記実施の形態では、高層建築物に
おける給配水ポンプの運転制御に適用したもので説明し
たが、これ以外にも、例えば図3に概略的に示すよう
に、山の斜面に沿い高所から低所にわたる幅広い範囲に
存在する段々畑1F,2F,…,NFに、斜面Tに沿わ
せて配設した共通給配水本管1および該共通給配水本管
1の各段畑1F〜NFに対応する箇所に分岐接続した給
配水分岐本管1F−2,2F−2,…,NF−2を介し
て畑灌用水を分配するような場合にも適用することが可
能である。なお、この図3において、斜面の最も低所位
置に設置される複数台のポンプ4(4A〜4D)は川あ
るいは池Rなどを給水源とするものであり、その他の構
成は上記実施の形態で述べたものと同一であるため、説
明および図示を省略する。
In the above embodiment, the present invention is applied to the operation control of the water supply / distribution pump in a high-rise building, but other than this, for example, as schematically shown in FIG. .., NF existing along a wide range from high places to low places along the slope T, a common water supply / distribution main pipe 1 and each step field 1F of the common water supply / distribution main pipe 1 NF can be applied to the case where the irrigation water is distributed through the water supply / distribution branch main pipes 1F-2, 2F-2,... In FIG. 3, a plurality of pumps 4 (4A to 4D) installed at the lowest position of the slope use a river or a pond R as a water supply source, and other configurations are the same as those of the above-described embodiment. Since they are the same as those described above, description and illustration are omitted.

【0022】[0022]

【発明の効果】以上のように、請求項1に記載の発明に
よれば、高低各レベルの需要先に設けられた給配水分岐
本管内の検知流量に基づいて現在給配水を必要としてい
る需要先および必要水量を判断し、その判断に応じてポ
ンプの運転台数制御と直列・並列運転状態の切換え選択
とポンプの運転回転数制御とを組合わせて運転制御する
ものであるから、大型で大重量の給水タンクと補給水ポ
ンプを併設するものに比べて、設備全体の小型経済化を
図ることができるのはもとより、例えば高所レベルの需
要先に少量の給配水が必要な場合や低所レベルの需要先
に多量もしくは少量の給配水が必要な場合でも最小の動
力で所定の給配水を行なうことができ、全体として大幅
な省エネルギー化を達成することができるという効果を
奏する。
As described above, according to the first aspect of the present invention, the demand which currently requires the water supply and distribution based on the detected flow rate in the water supply and distribution branch mains provided at the high and low level demand destinations. The operation is controlled by combining the control of the number of pumps operated, the selection of switching between serial and parallel operation, and the control of the operating speed of the pump in accordance with the judgment. Compared to a system with a heavy water supply tank and make-up water pump, it is possible to reduce the size and economy of the entire equipment, as well as when a small amount of water is required or supplied to a high-level demand destination. Even when a large or small amount of water supply and distribution is required at the level demand destination, predetermined water supply and distribution can be performed with minimum power, and there is an effect that a large energy saving can be achieved as a whole.

【0023】特に、請求項2に記載の発明によれば、ポ
ンプの運転制御を一層きめ細かく行なえて、動力の削減
量をより大きくし、省エネルギー効果を一層高めること
ができる。
In particular, according to the second aspect of the present invention, the operation control of the pump can be performed more finely, the amount of power reduction can be increased, and the energy saving effect can be further enhanced.

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

【図1】本発明を高層建築物における給配水ポンプの運
転制御装置に適用した場合の概要を示す構成図である。
FIG. 1 is a configuration diagram showing an outline of a case where the present invention is applied to an operation control device of a water supply / distribution pump in a high-rise building.

【図2】同上運転制御装置における要部の拡大図で、
(a)は並列運転状態、(b)は直列運転状態を示す図
である。
FIG. 2 is an enlarged view of a main part of the operation control device;
(A) is a figure which shows a parallel operation state, (b) is a figure which shows a series operation state.

【図3】本発明の他の実施の形態(適用例)を示す概略
側面図である。
FIG. 3 is a schematic side view showing another embodiment (application example) of the present invention.

【符号の説明】[Explanation of symbols]

1F2,2F−2,…,51F−2 給配水分岐本管 1F−3,2F−3,…,51F−3 流量検知装置 4A〜4D ポンプ 5A〜5D 吸込側配管 6A〜6D 吐出側配管 8−1,8−2 連絡管 12 回転数制御装置(回転数制御手段) 13 コントローラ V10〜V13,V20,V30,V40〜V43 電動式開閉弁 1F2, 2F-2, ..., 51F-2 Water supply / distribution branch main pipe 1F-3, 2F-3, ..., 51F-3 Flow rate detection device 4A-4D Pump 5A-5D Suction side piping 6A-6D Discharge side piping 8- 1, 8-2 communication pipe 12 rotation speed control device (rotation speed control means) 13 controller V10 to V13, V20, V30, V40 to V43 Electric open / close valve

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 高所から低所までの幅広い高低レベルの
需要先に給配水を分配するように分岐接続させた給配水
分岐本管のそれぞれに流量検知装置が設けられていると
ともに、 上記共通給配水本管の下端側には、定格で必要な水量お
よび揚程を有する複数台のポンプが配置され、 これら複数台のポンプは、一つのポンプの吐出側配管と
他のポンプの吸込側配管とを接続する連結管と、その連
結管および該連結管の接続箇所よりも下流の上記吐出側
配管ならびに上記他のポンプの吸込側配管のそれぞれに
介在させた開閉弁とを有し、これら開閉弁の開閉切換え
により上記一つのポンプと他のポンプとを並列運転状態
と直列運転状態とに切換え選択可能に構成され、 かつ、上記複数台のポンプの運転回転数を可変する回転
数制御手段が設けられてなり、 上記各流量検知装置による検知流量に基づいて給配水の
必要需要先および必要水量を判断すると共に、その判断
に応じてポンプの運転台数と直列・並列運転状態の選択
とポンプの運転回転数制御とを同時並行するように構成
していることを特徴とする給配水ポンプの運転制御装
置。
A flow detecting device is provided in each of water supply and distribution branch main pipes which are branched and connected so as to distribute water supply and distribution to a wide range of high and low level demand destinations from high places to low places. At the lower end side of the water supply and distribution mains, a plurality of pumps having a required amount of water and a required head are arranged, and the plurality of pumps are connected to a discharge-side pipe of one pump and a suction-side pipe of another pump. Connecting pipes, and an on-off valve interposed in each of the discharge-side pipe and the suction-side pipe of the other pump downstream of the connecting pipe and the connection point of the connecting pipe. The one pump and the other pump can be switched between a parallel operation state and a series operation state by switching on and off, and rotation speed control means for varying the operation rotation speed of the plurality of pumps is provided. Being Based on the flow rate detected by each of the flow rate detection devices, the required demand destination and the required water amount of the supply and distribution water are determined, and the number of pumps to be operated and the selection of the serial / parallel operation state and the operation speed of the pumps are determined according to the determination. An operation control device for a water supply / distribution pump, wherein control is performed in parallel with control.
【請求項2】 上記複数台のポンプは、並列運転状態と
直列運転状態とに切換え選択可能な複数のポンプを一組
とし、その複数組からなる請求項1に記載の給配水ポン
プの運転制御装置。
2. The operation control of the water supply / discharge pump according to claim 1, wherein the plurality of pumps are a set of a plurality of pumps that can be selectively switched between a parallel operation state and a series operation state. apparatus.
JP25058197A 1997-09-16 1997-09-16 Operation control device for water feed and distribution pump Pending JPH1182317A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25058197A JPH1182317A (en) 1997-09-16 1997-09-16 Operation control device for water feed and distribution pump

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25058197A JPH1182317A (en) 1997-09-16 1997-09-16 Operation control device for water feed and distribution pump

Publications (1)

Publication Number Publication Date
JPH1182317A true JPH1182317A (en) 1999-03-26

Family

ID=17210027

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25058197A Pending JPH1182317A (en) 1997-09-16 1997-09-16 Operation control device for water feed and distribution pump

Country Status (1)

Country Link
JP (1) JPH1182317A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102032160A (en) * 2009-09-30 2011-04-27 北京谊安医疗系统股份有限公司 Flow control method for gas supply system
JP2012193742A (en) * 2004-07-26 2012-10-11 Ebara Corp Fire extinguishing pump device and method for operating the same
KR101989375B1 (en) * 2018-11-16 2019-06-14 주식회사 고산테크 Ink circulation supply system and method for ink-jet head
CN113586422A (en) * 2021-08-25 2021-11-02 安徽智引力智慧水务有限公司 Energy-saving method for power of step flow regulating pump
CN114087169A (en) * 2021-12-03 2022-02-25 国家石油天然气管网集团有限公司华南分公司 Control method, device and medium for series and parallel oil delivery pump set

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012193742A (en) * 2004-07-26 2012-10-11 Ebara Corp Fire extinguishing pump device and method for operating the same
CN102032160A (en) * 2009-09-30 2011-04-27 北京谊安医疗系统股份有限公司 Flow control method for gas supply system
KR101989375B1 (en) * 2018-11-16 2019-06-14 주식회사 고산테크 Ink circulation supply system and method for ink-jet head
CN111196091A (en) * 2018-11-16 2020-05-26 高山技术株式会社 Ink circulation supply system and method for ink jet head
CN111196091B (en) * 2018-11-16 2021-09-17 高山技术株式会社 Ink circulation supply system and method for ink jet head
CN113586422A (en) * 2021-08-25 2021-11-02 安徽智引力智慧水务有限公司 Energy-saving method for power of step flow regulating pump
CN114087169A (en) * 2021-12-03 2022-02-25 国家石油天然气管网集团有限公司华南分公司 Control method, device and medium for series and parallel oil delivery pump set

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