JPH08120712A - Supply/distribution water equipment device - Google Patents

Supply/distribution water equipment device

Info

Publication number
JPH08120712A
JPH08120712A JP25363694A JP25363694A JPH08120712A JP H08120712 A JPH08120712 A JP H08120712A JP 25363694 A JP25363694 A JP 25363694A JP 25363694 A JP25363694 A JP 25363694A JP H08120712 A JPH08120712 A JP H08120712A
Authority
JP
Japan
Prior art keywords
water
amount
water supply
faucet
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
JP25363694A
Other languages
Japanese (ja)
Inventor
Nobuyuki Nishikawa
信行 西川
Minoru Ozaki
稔 尾崎
Masahito Matsushita
雅仁 松下
Yutaka Fukazawa
豊 深沢
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.)
Mitsubishi Electric Corp
Original Assignee
Mitsubishi Electric 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 Mitsubishi Electric Corp filed Critical Mitsubishi Electric Corp
Priority to JP25363694A priority Critical patent/JPH08120712A/en
Publication of JPH08120712A publication Critical patent/JPH08120712A/en
Pending legal-status Critical Current

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Abstract

PURPOSE: To optimize a storage water amount so that stagnating water can be eliminated, by estimating a demand amount learned in a neural net work with a fluctuating factor of a supply water amount serving as an input and with the supply water amount serving as an output. CONSTITUTION: By a supply water amount calculating memory means 27, from an inflow amount of water to a storage water tank and from a storage water amount, a supply water amount in each unit time is calculated and stored. A fluctuating factor of fluctuating the supply water amount is input to a fluctuating factor input means 28. Next by a demand amount estimating means 29, a demand amount is learned by a neural network with the fluctuating factor serving as an input and with the supply water amount serving as an output, to estimate the demand amount of supply water after the present point of time. By a storage water tank control means 30, based on the present storage water amount and the demand amount estimated value, a water amount in the storage water tank is controlled so as to eliminate stagnating water by optimizing to an amount matched with the demand amount.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、水資源を例えばビル
内で給配水するための給配水設備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 water supply and distribution facility device for supplying and distributing water resources in a building, for example.

【0002】[0002]

【従来の技術】図22は、ビル内で水資源を各階に給配
水する従来の給配水設備装置の構成を示す配管系統図で
ある。図において1は水道本管、2はビル内の水資源の
給水量を計測する量水器、3は受水槽、4は塩素注入
機、5は揚水管、6は高置水槽、7は給水管、8Aと8
Bと8Cは自動または手動により開閉する給水栓、9A
と9Bと9Cは給水設備、10は死水域を示している。
2. Description of the Related Art FIG. 22 is a piping system diagram showing a configuration of a conventional water supply and distribution facility device for supplying and distributing water resources to each floor in a building. In the figure, 1 is a main water pipe, 2 is a water meter for measuring the amount of water supply of water resources in a building, 3 is a water receiving tank, 4 is a chlorine injector, 5 is a pumping pipe, 6 is a high water tank, and 7 is water supply. Tube, 8A and 8
B and 8C are water taps that open or close automatically or manually, 9A
9B and 9C are water supply facilities, and 10 is a dead water area.

【0003】次に動作について説明する。受水槽3は水
道本管1から供給される水資源を蓄え、量水器2は水道
本管1から受水した水量を計測する。受水槽3内の水資
源は、塩素注入機4により塩素を注入して滅菌され、揚
水管5を通り、高置水槽6へ送られて蓄えられると共
に、給水管7により各給水設備9A,9B,9Cへ送ら
れる。そして、各給水設備9A,9B,9Cにおいて自
動または手動により給水栓8A,8B,8Cから給水さ
れて飲料水などに利用される。
Next, the operation will be described. The water tank 3 stores water resources supplied from the water main 1, and the water meter 2 measures the amount of water received from the water main 1. The water resource in the water receiving tank 3 is sterilized by injecting chlorine by the chlorine injecting machine 4, is sent to the elevated water tank 6 through the pumping pipe 5, and is stored therein. , 9C. Then, in each of the water supply facilities 9A, 9B, 9C, water is automatically or manually supplied from the water taps 8A, 8B, 8C and used for drinking water or the like.

【0004】このようにビル内の給水では、受水槽3や
高置水槽6のような貯水槽を設け、これらの貯水槽に水
道局から供給される上水を一定量蓄える。これら貯水槽
内の貯水量が給水量に比べて極端に多いとタンク内の水
の入替えの頻度が少なくなり水の静止状態が長時間続く
ことになり、水に含まれる残留塩素が失われ、飲料水と
して好ましくない水、いわゆる死水となる。逆に貯水量
が給水量に比べて極端に少ないときには、揚水ポンプを
頻繁に動作させなければ円滑な給水が行えなくなる。
As described above, in the water supply in the building, water storage tanks such as the water receiving tank 3 and the elevated water tank 6 are provided, and a certain amount of clean water supplied from the waterworks is stored in these water tanks. If the amount of water stored in these water tanks is extremely large compared to the amount of water supplied, the frequency of water replacement in the tank will decrease and the water will remain stationary for a long time, and residual chlorine contained in the water will be lost. It becomes unfavorable drinking water, so-called dead water. On the contrary, when the stored water amount is extremely smaller than the water supply amount, smooth water supply cannot be performed unless the pump is frequently operated.

【0005】このためビルにおける貯水量はどの程度が
最適であるかの目安として、一般に貯水槽の容量は、
受水槽の1日あたりの給水量の1/2または4時間分、
高置水槽では1/10または1時間分とし、貯水槽の
貯水量の制御は、所定の水位まで貯水量が減ったら弁を
開き、所定の高水位に達したときに弁を閉じるなどの基
準により貯水量を調整するのが良いとされている。
Therefore, as a measure of how much water is optimal in a building, generally the capacity of the water tank is
1/2 or 4 hours of water supply per day in the receiving tank,
In a high water tank, it is 1/10 or 1 hour, and the amount of water stored in the water tank is controlled by opening the valve when the amount of water stored reaches a predetermined level and closing the valve when the water level reaches a predetermined level. Therefore, it is recommended to adjust the water storage volume.

【0006】[0006]

【発明が解決しようとする課題】従来の給配水設備装置
は以上のように構成されているので、長期の連休明けな
どで給水量が極端に少ない日が続くと、使用されずに死
水となった水が貯水槽内に蓄積されてしまい、また特定
のテンナントの一部で給水が行われなかった場合などで
も、そのテナントへの給水管内に水が滞って死水が発生
するため、そのまま飲料水として使用されたり、あるい
は適当量の水を無駄に放流する必要が生じる問題点があ
った。
Since the conventional water supply and distribution equipment is constructed as described above, when the water supply amount is extremely small, such as after long holidays, the water supply is not used and dead water occurs. Even if water is accumulated in the water tank and water is not supplied to a part of a specific tennant, water will remain in the water supply pipe for that tenant and dead water will be generated, so drinking water will be used as it is. However, there is a problem in that it is necessary to use it as a water supply or to discharge an appropriate amount of water in vain.

【0007】また、死水を使用することのないように新
鮮な水が供給されるまで適当量の水を放流するときに
は、この放流した水量に対しても課金が行われ、公正な
課金管理が行われにくい問題点があった。
When a proper amount of water is discharged until fresh water is supplied so that dead water is not used, the amount of discharged water is charged, and fair charging management is performed. There was a problem that was difficult to understand.

【0008】また、死水と同様に給水用の配管が錆びた
ときに生じる赤水に対しても赤水が出なくなるまで適当
量の水を無駄に放流する必要が生じ、この放流した水量
に対しても課金が行われ、公正な課金管理が行われにく
い問題点があった。
As with dead water, red water produced when the water supply pipe is rusted needs to be wastefully discharged with an appropriate amount of water until the red water is no longer produced. There was a problem in that it was difficult to carry out fair charging management because of charging.

【0009】また、給水栓を締め忘れた場合には、給水
栓の利用者がその状態に気付くまで給水栓から水が垂れ
流しになるため、水が床上に溢れ水資源の浪費となる問
題点があった。
Further, if the user forgets to tighten the water tap, water will run off from the water tap until the user of the water tap notices the state, which causes a problem that water overflows on the floor and water resources are wasted. there were.

【0010】さらに、貯水量の調整は前記基準,に
より行われる場合が一般的であることから、状況に応じ
て柔軟に貯水量の調整を行うことは困難である問題点が
あった。
Further, since the water storage amount is generally adjusted according to the above criteria, it is difficult to flexibly adjust the water storage amount according to the situation.

【0011】請求項1の発明は上記のような問題点を解
消するためになされたもので、給水の需要量を予測し、
貯水量を前記予測した需要量に見合う量に最適化し、滞
留水をなくすことのできる給配水設備装置を得ることを
目的とする。
The invention of claim 1 has been made to solve the above problems, and predicts the demand for water supply,
It is an object of the present invention to obtain a water supply / distribution facility device capable of eliminating accumulated water by optimizing the stored water amount to meet the predicted demand amount.

【0012】請求項2の発明は、滞留水が給水されるの
を防止できる給配水設備装置を得ることを目的とする。
It is an object of the present invention to provide a water supply / distribution facility apparatus capable of preventing accumulated water from being supplied.

【0013】請求項3の発明は、給水管に関するデータ
を基に、滞留水として判定された水を給水栓から排水す
ることで安全な水を供給できる給配水設備装置を得るこ
とを目的とする。
It is an object of the invention of claim 3 to obtain a water supply / distribution facility device capable of supplying safe water by draining water judged as accumulated water from a water tap based on data on a water supply pipe. .

【0014】請求項4の発明は、排水した滞留水の使用
料金について給水を受ける利用者に課金することのでき
る給配水設備装置を得ることを目的とする。
It is an object of the present invention to obtain a water supply and distribution facility device capable of charging a user who receives water supply for the usage fee of drained accumulated water.

【0015】請求項5の発明は、排水した滞留水の使用
料金について給水を受ける利用者に公平な課金を行うこ
とのできる給配水設備装置を得ることを目的とする。
It is an object of the present invention to provide a water supply and distribution facility device capable of imparting a fair charge to users who receive water for the usage fee of drained accumulated water.

【0016】請求項6の発明は、排水した滞留水につい
ての使用料金を滞留水発生の原因を招来した給水利用者
に負担させることのできる給配水設備装置を得ることを
目的とする。
It is an object of the invention of claim 6 to obtain a water supply and distribution facility device which allows a water supply user who causes a cause of generation of accumulated water to pay a usage fee for the discharged accumulated water.

【0017】請求項7の発明は、給水栓の締め忘れを自
動判定し防止できる給配水設備装置を得ることを目的と
する。
It is an object of the present invention to provide a water supply / distribution facility apparatus capable of automatically determining whether or not the user has forgotten to tighten the water tap and preventing it.

【0018】請求項8の発明は、給水栓における弁開度
を送られてくる給水制限情報を基に調整することで、水
利用者の意志によることなく節水を行う給配水設備装置
を得ることを目的とする。
According to an eighth aspect of the present invention, by adjusting the valve opening of the water tap based on the water supply restriction information sent to the water supply tap, it is possible to obtain a water supply and distribution facility device that saves water without the intention of the water user. With the goal.

【0019】請求項9の発明は、給水栓の制御されてい
る状況や給水栓の制御された結果に関連した情報を給水
栓の利用者に報知することのできる給配水設備装置を得
ることを目的とする。
The invention of claim 9 provides a water supply / distribution facility device capable of notifying a user of a water faucet of information related to a controlled state of the water faucet and a result of control of the water faucet. To aim.

【0020】[0020]

【課題を解決するための手段】請求項1の発明に係る給
配水設備装置は、変動要因入力手段により入力された給
水量を変動させる変動要因と給水量との関係をニューラ
ルネットワークにより学習させることで現時点以降の給
水の需要量を予測する需要量予測手段と、現在の貯水量
と前記需要量予測手段により予測した需要量予測値に基
づいて貯水槽内の水量を制御する貯水槽制御手段とを備
えたものである。
In a water supply and distribution facility apparatus according to the invention of claim 1, a neural network is used to learn the relationship between a water supply amount and a variation factor for varying the water supply amount input by the variation factor input means. And a demand quantity predicting means for predicting the demand quantity of water supply after the present time, and a water tank controlling means for controlling the water quantity in the water tank based on the present water quantity and the demand quantity prediction value predicted by the demand quantity predicting means. It is equipped with.

【0021】請求項2の発明に係る給配水設備装置は、
ある時刻の貯水槽の貯水量がその時刻から所定の時間内
の流出水量より多いときに前記貯水槽内に滞留水が存在
すると判定する滞留水判定手段と、該滞留水判定手段の
判定結果を基に前記貯水槽内の滞留水を排出する貯水槽
制御手段とを備えたものである。
The water supply and distribution equipment according to the invention of claim 2 is
When the amount of water stored in the water tank at a certain time is greater than the amount of outflow water within a predetermined time from that time, the accumulated water judging means for judging that there is accumulated water in the water tank, and the judgment result of the accumulated water judging means And a water storage tank control means for discharging accumulated water in the water storage tank.

【0022】請求項3の発明に係る給配水設備装置は、
配管に関してのデータを記憶する配管データ記憶手段
と、所定の時間内で給水量計測手段により計測した給水
量が所定の水量に達しないときに前記配管データ記憶手
段に記憶した配管データを基に滞留水の発生する位置お
よび滞留水の発生量を決定する滞留水判定手段と、該滞
留水判定手段で決定した結果に応じて滞留水を排出する
給水栓を特定しその給水栓を開く時間を算出する給水栓
制御量算出手段と、該給水栓制御量算出手段により算出
した前記時間などの制御量を基に前記特定した給水栓を
制御し、前記滞留水判定手段により決定した発生量の滞
留水を排水する給水栓制御手段とを備えたものである。
The water supply and distribution equipment according to the third aspect of the invention is
Piping data storage means for storing data regarding piping, and retention based on the piping data stored in the piping data storage means when the water supply amount measured by the water supply amount measuring means within a predetermined time does not reach the predetermined water amount. A staying water determination unit that determines a position where water is generated and an amount of staying water generation, and a water tap that discharges the accumulated water is specified according to the result determined by the staying water determination unit, and the time for opening the water tap is calculated. A water faucet control amount calculation means for controlling the specified water faucet based on the control amount such as the time calculated by the water faucet control amount calculation means, and the amount of accumulated water determined by the accumulated water determination means And a hydrant control means for draining the water.

【0023】請求項4の発明に係る給配水設備装置は、
給水栓制御手段により排水した滞留水についての使用料
金を、給水を受けている者が分担する費用として前記給
水を受けている者に課金する課金管理手段を備えたもの
である。
The water supply and distribution equipment according to the invention of claim 4 is
There is provided charge management means for charging the usage fee for the accumulated water drained by the water tap control means to the person who is receiving the water as an expense shared by the person who is receiving the water.

【0024】請求項5の発明に係る給配水設備装置は、
給水栓制御手段により排水した滞留水についての使用料
金を、給水を受けている者が分担する費用として前記給
水を受けている者に等分して課金する課金管理手段を備
えたものである。
The water supply and distribution equipment according to the invention of claim 5 is
There is provided charge management means for equally charging the usage fee for the accumulated water discharged by the water faucet control means to the person receiving the water as a charge shared by the person receiving the water.

【0025】請求項6の発明に係る給配水設備装置は、
給水栓制御手段により排水した滞留水についての使用料
金を、給水を受けている者の内で所定の時間内で所定の
給水量以下の給水栓使用者に課金する課金管理手段を備
えたものである。
The water supply and distribution facility device according to the invention of claim 6 is
It is equipped with charging management means for charging the usage fee for the accumulated water drained by the hydrant control means to the hydrant users who are within the prescribed amount of water within the prescribed time within the person receiving the water supply. is there.

【0026】請求項7の発明に係る給配水設備装置は、
単位時間毎の給水量が所定の水量を越え、あるいは前記
所定の水量に達した給水栓を特定する給水栓特定手段
と、該給水栓特定手段により特定された給水栓を閉じる
給水栓制御手段とを備えたものである。
The water supply and distribution equipment according to the invention of claim 7 is
A water faucet specifying unit for specifying a water faucet whose water supply amount per unit time exceeds or reaches a predetermined water amount, and a water faucet control unit for closing the water faucet specified by the water faucet specifying unit It is equipped with.

【0027】請求項8の発明に係る給配水設備装置は、
水道本管を介して給水を行う給水元に設けられ給水を制
限するための給水制限情報を送信する給水制限情報送信
手段と、該給水制限情報送信手段から送信された給水制
限情報を受信する給水制限情報受信手段と、該給水制限
情報受信手段により受信した給水制限情報を基に給水栓
の開閉度を算出する給水栓制御量算出手段と、該給水栓
制御量算出手段により算出した前記給水栓の開閉度を基
に前記給水栓を制御する給水栓制御手段とを備えたもの
である。
The water supply and distribution equipment according to the invention of claim 8 is
Water supply restriction information transmitting means for transmitting water supply restriction information for restricting water supply, which is provided at a water supply source for supplying water through the water main, and water supply for receiving water supply restriction information transmitted from the water supply restriction information transmitting means Restriction information receiving means, water faucet control amount calculation means for calculating the degree of opening / closing of the water faucet based on the water supply restriction information received by the water supply restriction information receiving means, and the water faucet calculated by the water faucet control amount calculation means And a water faucet control means for controlling the water faucet on the basis of the opening / closing degree.

【0028】請求項9の発明に係る給配水設備装置は、
給水栓が制御中であることを告知する告知情報を送信す
る告知情報送信手段と、前記給水栓を有した給水設備近
傍に配置され前記告知情報送信手段により送られてきた
告知情報を受信し、前記給水栓の利用者に報知する告知
情報報知手段とを備えたものである。
The water supply and distribution equipment according to the invention of claim 9 is
Notification information transmitting means for transmitting notification information notifying that the hydrant is under control, receiving notification information sent by the notification information transmitting means arranged in the vicinity of water supply equipment having the hydrant, And a notification information notifying unit for notifying the user of the water faucet.

【0029】[0029]

【作用】請求項1の発明における給配水設備装置は、給
水量を変動させる変動要因を入力とし、また前記給水量
を出力として前記変動要因と前記給水量との関係をニュ
ーラルネットワークにより学習させ、現時点以降の給水
の需要量を予測し、貯水槽内の現在の貯水量と前記予測
した需要量予測値とに基づいて前記貯水槽内の水量を制
御することで、前記貯水槽内の水量を最適な貯水量に維
持し、滞留水をなくすことを可能にする。
In the water supply and distribution facility apparatus according to the invention of claim 1, the variable factor for changing the water supply amount is input, and the relation between the variable factor and the water supply amount is learned by a neural network using the water supply amount as an output. By predicting the demand for water supply from the present point onward, and controlling the amount of water in the water tank based on the current amount of water stored in the water tank and the predicted demand amount predicted value, the amount of water in the water tank is It maintains the optimum amount of water storage and makes it possible to eliminate accumulated water.

【0030】請求項2の発明における給配水設備装置
は、量水器により計測した貯水槽への水の流入量と単位
時間毎の貯水量とから前記貯水槽から流出した単位時間
毎の水量を算出して記憶し、ある時刻の貯水量がその時
刻から所定の時間内の流出水量より多いときに前記貯水
槽内に滞留水が存在すると判定し、判定した前記貯水槽
内の滞留水を排出することで、貯水槽内の水量を必要な
水量に維持して滞留水の発生を防止し、滞留水が給水さ
れるのを防止する。
In the water supply and distribution facility device according to the second aspect of the invention, the amount of water flowing out of the water tank per unit time is calculated from the amount of water flowing into the water tank measured by the water meter and the amount of water stored per unit time. Calculated and stored, it is determined that there is accumulated water in the water storage tank when the amount of stored water at a certain time is greater than the amount of runoff water within a predetermined time from that time, and the determined accumulated water in the water storage tank is discharged. By doing so, the amount of water in the water storage tank is maintained at a necessary amount to prevent the generation of accumulated water and prevent the accumulated water from being supplied.

【0031】請求項3の発明における給配水設備装置
は、配管に関してのデータを配管データ記憶手段に記憶
しておき、給水栓からの所定の時間内の給水量が所定の
水量に達しないときに前記配管データ記憶手段に記憶し
た配管データを基に滞留水の発生する位置および滞留水
の発生量を決定し、その決定した結果に応じて滞留水を
排出する給水栓を特定すると共に特定した給水栓を開く
時間を算出し、その間、前記特定した給水栓を制御し、
前記決定した位置および発生量の滞留水を排水すること
で、給水管に関するデータを基に滞留水以外の水資源を
無駄に排水することなく滞留水を給水栓から排水して安
全な水の供給を確保する。
In the water supply and distribution facility device according to the third aspect of the present invention, the data regarding the pipe is stored in the pipe data storage means, and when the water supply amount from the water tap within a predetermined time does not reach the predetermined water amount. The position where the accumulated water is generated and the amount of accumulated water are determined based on the pipe data stored in the pipe data storage means, and the water tap that discharges the accumulated water is specified according to the determined result and the specified water supply Calculate the time to open the stopper, while controlling the specified water tap,
By draining the accumulated water at the determined position and the generated amount, based on the data on the water supply pipe, drain the accumulated water from the water tap without wastefully draining water resources other than the accumulated water, and supply safe water. Secure.

【0032】請求項4の発明における給配水設備装置の
課金管理手段は、滞留水を排水したときに、その滞留水
についての使用料金を、給水を受けている者が分担して
負担するように管理し、滞留水についての使用料金の課
金を可能にする。
The billing management means of the water supply and distribution facility device according to the invention of claim 4 is configured such that, when the accumulated water is drained, the person who receives the water is responsible for sharing the usage fee for the accumulated water. Manage and allow usage charges for accumulated water.

【0033】請求項5の発明における給配水設備装置の
課金管理手段は、滞留水を排水したときに、その滞留水
についての使用料金を、給水を受けている者が等分して
負担するように管理し、滞留水についての使用料金の負
担を見掛け上、平等に管理する。
The billing management means of the water supply and distribution facility device according to the fifth aspect of the present invention ensures that when the accumulated water is drained, the usage fee for the accumulated water is equally divided by the person receiving the water supply. , And manage them equally based on the apparent burden of usage fees for accumulated water.

【0034】請求項6の発明における給配水設備装置の
課金管理手段は、滞留水を排水したときに、その滞留水
についての使用料金を、滞留水が発生する原因を招来し
た給水栓利用者が負担するように管理し、滞留水につい
ての使用料金の課金を実質的に平等に管理する。
In the billing management means of the water supply and distribution facility device according to the invention of claim 6, when the accumulated water is drained, the usage charge for the accumulated water is charged by the user who has caused the accumulated water. It will be managed so that it will be borne and the charges for the accumulated water will be managed substantially equally.

【0035】請求項7の発明における給配水設備装置の
給水栓制御手段は、単位時間毎の給水量が所定の水量を
越え、あるいは前記所定の水量に達した給水栓を閉じる
ことで、給水栓の締め忘れによる水資源の浪費を防止す
る。
In the water faucet control means of the water supply and distribution equipment according to the invention of claim 7, the water faucet per unit time exceeds a predetermined water amount or closes the water faucet when the water amount reaches the predetermined water amount. Prevent waste of water resources due to forgetting to tighten.

【0036】請求項8の発明における給配水設備装置の
給水栓制御手段は、水道本管を介して給水を行う給水元
の給水制限情報送信手段から送られてくる給水制限情報
を基に算出された給水栓の開閉度により前記給水栓を制
御することで、水利用者の意志によることなく強制的に
節水を行うことを可能にする。
The water faucet control means of the water supply and distribution facility device according to the invention of claim 8 is calculated based on the water supply restriction information transmitted from the water supply restriction information transmission means of the water supply source which supplies water through the water mains. By controlling the water faucet according to the opening / closing degree of the water faucet, it is possible to forcefully save water regardless of the intention of the water user.

【0037】請求項9の発明における給配水設備装置の
告知情報報知手段は、告知情報送信手段から送信された
給水栓が制御中であることを示す告知情報を受信し、前
記給水栓を有した給水設備近傍において前記給水栓の利
用者に報知することで、給水栓の状態についての利用者
の認識を確実かつ容易にする。
The notification information notifying means of the water supply and distribution facility apparatus according to the invention of claim 9 receives the notification information transmitted from the notification information transmitting means and indicating that the water tap is under control, and has the water tap. By notifying the user of the water tap near the water supply facility, the user can surely and easily recognize the state of the water tap.

【0038】[0038]

【実施例】【Example】

実施例1.以下、この発明の一実施例を図について説明
する。図1は、本実施例の給配水設備装置の構成を示す
ブロック図である。本実施例ではビル内の給配水を行う
ための給配水設備装置として説明するがこれに限定され
ることはなく、特定の地域内に給配水を行うための給配
水設備装置であってもよい。図1において図22と同一
または相当の部分については同一の符号を付し説明を省
略する。図において、3aは受水槽3内の水量を制御す
るための制御バルブ、6aは高置水槽6内の水量を制御
するための制御バルブ、21は受水槽3内の水量を計測
する貯水量計測手段、22は高置水槽6内の水量を計測
する貯水量計測手段、23aは貯水量計測手段22と給
水量算出記憶手段27および貯水槽制御手段30とを接
続している信号線、23bは制御バルブ6aと貯水槽制
御手段30とを接続している信号線、23cは制御バル
ブ3aと貯水槽制御手段30とを接続している信号線、
23dは貯水量計測手段21と給水量算出記憶手段27
および貯水槽制御手段30とを接続している信号線、2
3eは量水器2と給水量算出記憶手段27とを接続して
いる信号線である。
Example 1. An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a block diagram showing the configuration of the water supply and distribution facility device of this embodiment. In the present embodiment, the water supply and distribution facility device for supplying and distributing water in the building will be described, but the present invention is not limited to this, and may be a water supply and distribution facility device for supplying and distributing water in a specific area. . In FIG. 1, parts that are the same as or correspond to those in FIG. 22 are assigned the same reference numerals and explanations thereof are omitted. In the figure, 3a is a control valve for controlling the amount of water in the water receiving tank 3, 6a is a control valve for controlling the amount of water in the elevated water tank 6, and 21 is a stored water amount measurement for measuring the amount of water in the receiving water tank 3. Means, 22 is a stored water amount measuring means for measuring the amount of water in the elevated water tank 6, 23a is a signal line connecting the stored water amount measuring means 22, the water supply amount calculation storage means 27 and the water storage tank control means 30, and 23b is A signal line connecting the control valve 6a and the water tank control means 30; a signal line 23c connecting the control valve 3a and the water tank control means 30;
Reference numeral 23d is a stored water amount measuring means 21 and a water supply amount calculation storage means 27
And a signal line connecting the water tank control means 30 and 2
3e is a signal line connecting the water meter 2 and the water supply amount calculation storage means 27.

【0039】26はビル内の給配水を行うためのビル管
理システムであり、給水量算出記憶手段27と変動要因
入力手段28と需要量予測手段29と貯水槽制御手段3
0とを有している。給水量算出記憶手段27は、受水槽
3および高置水槽6への水の流入量と貯水量とを基に単
位時間毎のビル内の給水量を算出し記憶する手段であ
る。変動要因入力手段28は、時刻,曜日,季節,気象
条件などの給水量を変動させる変動要因を入力するため
の手段である。需要量予測手段29は、前記変動要因を
入力とし給水量を出力とし、ニューラルネットワークに
より前記変動要因と給水量との関係を学習し、現時点以
降の給水の需要量を予測する手段である。貯水槽制御手
段30は、現在の貯水量と将来の需要量とを基に受水槽
3および高置水槽6内の水量を制御するための制御信号
を生成し出力する手段である。
Reference numeral 26 denotes a building management system for supplying and distributing water in the building, which includes a water supply amount calculation storage means 27, a variation factor input means 28, a demand amount prediction means 29, and a water tank control means 3.
0. The water supply amount calculation storage unit 27 is a unit that calculates and stores the water supply amount in the building per unit time based on the inflow amount of water into the water receiving tank 3 and the elevated water tank 6 and the stored water amount. The variation factor input means 28 is a means for inputting variation factors such as time of day, day of the week, season, and weather conditions that vary the water supply amount. The demand amount prediction means 29 is a means for inputting the fluctuation factor and outputting the water supply amount, learning the relationship between the fluctuation factor and the water supply amount by a neural network, and predicting the demand amount of the water supply after the present time. The water storage tank control means 30 is means for generating and outputting a control signal for controlling the amount of water in the water receiving tank 3 and the elevated water tank 6 based on the current amount of water stored and the future demand.

【0040】次に動作について説明する。受水槽3は、
水道本管1から供給される水を蓄える。このとき量水器
2は水道本管1から受水した水量を計測している。受水
槽3内の水は塩素注入器4により注入された塩素により
滅菌され、揚水管5を経て高置水槽6に送られて給水管
7により各給水設備の給水栓8A,8Bに供給される。
量水器2で計測した受水量のデータは通信線23eを介
してビル管理システム26に送られる。また貯水量計測
手段21は、受水槽3内の貯水量を計測し、通信線23
dを介して計測した受水槽3内の貯水量をビル管理シス
テム26に送る。また、貯水量計測手段22は、高置水
槽6内の貯水量を計測し、通信線23aを介して計測し
た高置水槽6内の貯水量をビル管理システム26に送
る。給水量算出記憶手段27は、量水器2で計測した単
位時間内の受水量と、受水槽3および高置水槽6におけ
る貯水量の変化量とにより単位時間毎のビル内の給水量
を算出し記憶する。
Next, the operation will be described. The water tank 3 is
It stores the water supplied from the water mains 1. At this time, the water meter 2 measures the amount of water received from the water main 1. The water in the water receiving tank 3 is sterilized by the chlorine injected by the chlorine injector 4, sent to the elevated water tank 6 via the pumping pipe 5, and supplied to the water taps 8A and 8B of each water feeding facility by the water supply pipe 7. .
The data of the amount of water received measured by the water meter 2 is sent to the building management system 26 via the communication line 23e. Further, the water storage amount measuring means 21 measures the water storage amount in the water receiving tank 3, and the communication line 23
The amount of water stored in the water receiving tank 3 measured via d is sent to the building management system 26. Further, the stored water amount measuring means 22 measures the stored water amount in the elevated water tank 6 and sends the measured stored water amount in the elevated water tank 6 to the building management system 26 via the communication line 23a. The water supply amount calculation storage means 27 calculates the water supply amount in the building per unit time from the amount of water received in the unit time measured by the water meter 2 and the amount of change in the amount of stored water in the water receiving tank 3 and the elevated water tank 6. And memorize.

【0041】また、変動要因入力手段28により時刻,
曜日,季節,気象条件などの変動要因が入力され、需要
量予測手段29は、前記変動要因を入力とし給水量を出
力としてニューラルネットワークにより学習を行い、現
時点以降の需要量を予測する。貯水槽制御手段30は、
貯水量計測手段21,22から送信された受水槽3と高
置水槽6との現在の貯水量と、需要量予測手段29によ
り予測された将来の需要量に基づいて制御信号を生成し
制御バルブ3a,6aに出力し、受水槽3および高置水
槽6の水量を制御する。
Further, the variable factor input means 28
Variation factors such as days of the week, seasons, and meteorological conditions are input, and the demand amount prediction means 29 learns by a neural network using the variation factors as an input and the water supply amount as an output to forecast the demand amount after the present point. The water tank control means 30 is
A control signal is generated by generating a control signal based on the current amount of water stored in the water receiving tank 3 and the elevated water tank 6 transmitted from the water storage amount measuring means 21 and 22, and the future demand amount predicted by the demand amount predicting means 29. It outputs to 3a and 6a, and controls the amount of water of the water receiving tank 3 and the elevated water tank 6.

【0042】需要量予測手段29におけるニューラルネ
ットワークによる学習は、誤差逆伝播法を用いることが
可能である。図2は、前記ニューラルネットワークの構
成例であり、このニューラルネットワークは入力層,中
間層,出力層を備え、入力層の各ニューロンに予測時の
天候,季節,曜日,気温,湿度や予測時のビル内の人員
数,現在の給水量,現在の予測給水量を入力し、出力層
として予測時の予測給水量を出力するニューロンを有し
ている。
For the learning by the neural network in the demand amount predicting means 29, the error back propagation method can be used. FIG. 2 shows an example of the configuration of the neural network. The neural network is provided with an input layer, an intermediate layer, and an output layer, and each neuron in the input layer has weather, season, day of week, temperature, humidity, and prediction time. It has a neuron that inputs the number of people in the building, the current water supply amount, and the current predicted water supply amount, and outputs the predicted water supply amount at the time of prediction as an output layer.

【0043】図3は、貯水槽制御手段30による貯水量
制御の状態を示す説明図である。同図(a)は高置水槽
6および受水槽3における貯水量と、予測給水量に基づ
き制御される貯水量とを示している。また同図(b)
は、夫々の時間帯における前記予測給水量を示してお
り、図2に示すニューラルネットワークによる学習によ
り得られる予測給水量である。
FIG. 3 is an explanatory view showing the state of the water storage amount control by the water storage tank control means 30. The figure (a) has shown the water storage amount in the high water tank 6 and the water receiving tank 3, and the water storage amount controlled based on the estimated water supply amount. The same figure (b)
Shows the predicted water supply amount in each time zone, and is the predicted water supply amount obtained by learning by the neural network shown in FIG.

【0044】高置水槽6は、現在から6時間後までの予
測給水量を蓄え、受水槽3は6時間後から12時間後ま
での予測給水量を蓄える。これら受水槽3と高置水槽6
とにおける貯水量の制御は3時間毎に制御され、図3の
(a)に示すように1994年7月3日午前6時現在で
は、高置水槽6は1994年7月3日午前6時から午後
12時までの同図(b)に示す予測給水量7000リッ
トルを蓄え、また受水槽3は1994年7月3日午後1
2時から18時までの同図(b)に示す予測給水量10
000リットルを蓄える。
The elevated water tank 6 stores the predicted water supply amount from the present to 6 hours later, and the water receiving tank 3 stores the predicted water supply amount from 6 hours to 12 hours later. These receiving tank 3 and elevated water tank 6
The amount of water stored in and is controlled every 3 hours, and as shown in Fig. 3 (a), as of 6:00 am on July 3, 1994, the elevated water tank 6 is 6:00 am on July 3, 1994. The estimated water supply amount of 7,000 liters shown in Fig. 6 (b) from 12:00 to 12:00 is stored, and the water tank 3 is set at 1 pm on July 3, 1994.
Predicted water supply amount 10 from 2:00 to 18:00 shown in Figure (b)
Store 000 liters.

【0045】1994年7月3日午前6時から午前9時
までの間に各給水栓8A,8Bにおいて給水が行われ、
ビル内で1500リットルの水が使用されると、199
4年7月3日午前9時には高置水槽6には7000リッ
トルから1500リットルを減じた5500リットルの
水が蓄えられている。1994年7月3日午前9時に
は、高置水槽6は1994年7月3日午前9時から同日
15時までの給水量11000リットルを蓄える必要が
ある。高置水槽6には1994年7月3日午前9時の時
点で5500リットルの水が蓄えられているので、11
000リットルと5500リットルとの差の水量550
0リットルが受水槽3から供給される。この結果、受水
槽3の貯水量は1994年7月3日午前9時の時点で1
0000リットルから5500リットルの水量を減じた
4500リットルの貯水量になる。1994年7月3日
午前9時の時点で受水槽3には、同図(b)の予測給水
量に示されているように1994年7月3日15時から
同日21時までの5000リットルの貯水量が確保され
ていなければならず、5000リットルから1994年
7月3日午前9時の時点で貯水されている4500リッ
トルとの差、500リットル分の水を水道本管1から受
水することになる。
Water was supplied at each of the water taps 8A and 8B from 6:00 am to 9:00 am on July 3, 1994,
If 1500 liters of water is used in the building, 199
At 9 am on July 3, 4th, 5500 liters of water obtained by subtracting 1500 liters from 7,000 liters is stored in the elevated water tank 6. At 9:00 am on July 3, 1994, the elevated water tank 6 needs to store 11000 liters of water supply from 9:00 am on July 3, 1994 to 15:00 on the same day. Since the elevated water tank 6 stores 5500 liters of water at 9 am on July 3, 1994, 11
Water amount 550, which is the difference between 000 and 5500 liters
0 liter is supplied from the water receiving tank 3. As a result, the amount of water stored in receiving tank 3 was 1 at 9 am on July 3, 1994.
The amount of stored water is 4500 liters, which is obtained by subtracting 5500 liters of water from 0000 liters. At 9:00 am on July 3, 1994, the water tank 3 had 5000 liters from 15:00 on July 3, 1994 to 21:00 on the same day, as shown in the predicted water supply amount in the figure (b). The difference between the capacity of 5000 liters and the capacity of 4500 liters stored at 9:00 am on July 3, 1994, 500 liters of water from the water main 1 Will be done.

【0046】これら一連の給水量についての制御は、貯
水槽制御手段30において需要量予測手段29で予測し
た図3の(b)に示す需要量のデータを基に生成された
制御信号により、受水槽3に設けられた制御バルブ3a
や高置水槽6に設けられた制御バルブ6aを制御するこ
とで実現する。
Control of these series of water supply amounts is received by the control signal generated based on the demand amount data shown in FIG. 3B predicted by the demand amount predicting means 29 in the water tank control means 30. Control valve 3a provided in the water tank 3
It is realized by controlling the control valve 6a provided in the high water tank 6.

【0047】このように本実施例の給配水設備装置で
は、ニューラルネットワークによる学習により得られる
予測給水量を用いて受水槽3や高置水槽6の給水量を制
御するので、必要以上の水量が貯水されたり貯水量が不
足する事態が回避され、大量の死水が発生したり揚水ポ
ンプを頻繁に動作させることがなくなり、受水槽3や高
置水槽6による給水管理を無駄なく効率的に行うことが
可能となる。
As described above, in the water supply and distribution facility apparatus of this embodiment, the water supply amount of the water receiving tank 3 and the elevated water tank 6 is controlled by using the predicted water supply amount obtained by the learning by the neural network. Avoiding situations where water is stored or the amount of water storage is insufficient, large amounts of dead water are not generated, and pumping pumps are not frequently operated, and water supply management by the water receiving tank 3 and the elevated water tank 6 is efficiently performed without waste. Is possible.

【0048】実施例2.以下、この発明の実施例2を図
について説明する。図4は、実施例2の給配水設備装置
の構成を示すブロック図である。図4において、図1と
同一または相当の部分については同一の符号を付し説明
を省略する。図において3bは受水槽内の滞留水を中水
水槽35に排出するための制御バルブ、6bは高置水槽
内の滞留水を中水水槽37に排出するための制御バル
ブ、36は受水槽3と中水水槽35とを接続している中
水用排水管、38は高置水槽6と中水水槽37とを接続
している中水用排水管である。
Example 2. Embodiment 2 of the present invention will be described below with reference to the drawings. FIG. 4 is a block diagram showing the configuration of the water supply and distribution facility device according to the second embodiment. 4, parts that are the same as or correspond to those in FIG. 1 are assigned the same reference numerals and explanations thereof are omitted. In the figure, 3b is a control valve for discharging the accumulated water in the water receiving tank to the intermediate water tank 35, 6b is a control valve for discharging the accumulated water in the elevated water tank to the intermediate water tank 37, and 36 is the water receiving tank 3 Is a drainage pipe for medium water connecting the medium water tank 35 to the medium water tank 35, and 38 is a drain pipe for medium water connecting the elevated water tank 6 and the medium water tank 37.

【0049】本実施例のビル管理システム26は、貯水
槽制御手段30と貯水量記憶手段39と流出水量算出記
憶手段(流出水量算出手段,流出水量記憶手段)40と
滞留水判定手段41とを備えている。貯水槽制御手段3
0は、制御バルブ3b,6bを制御するための制御信号
を生成し出力する手段である。貯水量記憶手段39は、
受水槽3および高置水槽6の単位時間毎の貯水量を記憶
する手段である。流出水量算出記憶手段40は、受水槽
3および高置水槽6への水の流入量と貯水量とを基に、
受水槽3および高置水槽6から流出した単位時間毎の水
量を算出し記憶する手段である。滞留水判定手段41
は、ある時刻の貯水量がその時刻から所定の時間内の流
出水量よりも多いときに貯水槽内に滞留水が存在すると
判定し、1日の間、滞留している水を死水として排出す
るように制御を行う手段である。
The building management system 26 of this embodiment includes a water tank control means 30, a stored water amount storage means 39, an outflow water amount calculation storage means (an outflow water amount calculation means, an outflow water amount storage means) 40, and a staying water determination means 41. I have it. Water tank control means 3
Reference numeral 0 is a means for generating and outputting a control signal for controlling the control valves 3b and 6b. The storage amount storage means 39 is
It is a means for storing the amount of water stored in the water receiving tank 3 and the elevated water tank 6 per unit time. The outflow water amount calculation storage means 40 is based on the inflow amount and the stored water amount of the water into the water receiving tank 3 and the elevated water tank 6.
It is a means for calculating and storing the amount of water flowing out of the water receiving tank 3 and the elevated water tank 6 per unit time. Accumulated water determination means 41
Determines that there is accumulated water in the water storage tank when the amount of stored water at a certain time is greater than the amount of runoff within a predetermined time from that time, and discharges the accumulated water as dead water for one day. Is a means for performing control as described above.

【0050】42fは貯水量計測手段22と貯水量記憶
手段39とを接続している通信線、42gは貯水槽制御
手段30から制御バルブ6bへの制御信号が出力される
通信線、42hは貯水槽制御手段30から制御バルブ3
bへの制御信号が出力される通信線、42iは量水器2
と流出水量算出記憶手段40とを接続している信号線、
42jは貯水量計測手段21と貯水量記憶手段39とを
接続している通信線である。
42f is a communication line connecting the stored water amount measuring means 22 and the stored water amount storage means 39, 42g is a communication line for outputting a control signal from the water tank control means 30 to the control valve 6b, and 42h is stored water. From the tank control means 30 to the control valve 3
A communication line for outputting a control signal to b, 42i is a water meter 2
And a signal line connecting the outflow water amount calculation storage means 40,
Reference numeral 42j is a communication line connecting the stored water amount measuring means 21 and the stored water amount storage means 39.

【0051】次に動作について説明する。量水器2にお
いて計測された受水量は、通信線42iを介してビル管
理システム26の流出水量算出記憶手段40に送られ、
また貯水量計測手段21は受水槽3の貯水量を計測し、
その計測結果を通信線42jを介して貯水量記憶手段3
9に送る。貯水量計測手段22は高置水槽6の貯水量を
計測し、その計測結果を通信線42fを介して貯水量記
憶手段39に送り記憶する。流出水量算出記憶手段40
は、受水槽3および高置水槽6から流出した単位時間毎
の水量を算出し記憶する。この場合、受水槽3から流出
した水量は、量水器2で計測された単位時間内の受水量
と、貯水量記憶手段39に記憶されている受水槽3の貯
水量の変動より算出した単位時間内の貯水量の変化から
求める。また高置水槽6から流出した水量は、受水槽3
から流出した水量と、貯水量記憶手段39に記憶されて
いる高置水槽6の貯水量の変動より算出した単位時間内
の貯水量の変化から求める。そして、滞留水判定手段4
1は、ある時刻の貯水量がその時刻からの所定の時間内
の流出水量よりも多いときに受水槽3あるいは高置水槽
6に滞留水が存在すると判断し、またその滞留水の水量
を求め、前記判断結果を基に貯水槽制御手段30は制御
信号を生成し、制御バルブ3b,6bに出力しその開閉
を制御し、受水槽3あるいは高置水槽6に存在すると判
断し、前記求めた水量の滞留水を中水水槽35,37に
配水する。
Next, the operation will be described. The amount of water received by the water meter 2 is sent to the outflow water amount calculation storage means 40 of the building management system 26 via the communication line 42i,
Further, the water storage amount measuring means 21 measures the water storage amount in the water receiving tank 3,
The measurement result is stored in the water storage means 3 via the communication line 42j.
Send to 9. The stored water amount measuring means 22 measures the stored water amount in the elevated water tank 6, and sends the measurement result to the stored water amount storage means 39 via the communication line 42f for storage. Outflow water amount calculation storage means 40
Calculates and stores the amount of water flowing out of the receiving tank 3 and the elevated water tank 6 per unit time. In this case, the amount of water flowing out from the water receiving tank 3 is a unit calculated from the amount of water received in the unit time measured by the water meter 2 and the change in the amount of water stored in the water receiving tank 3 stored in the water storage amount storage means 39. It is calculated from the change in the amount of water stored in the time. The amount of water flowing out of the elevated water tank 6 is
It is obtained from the change in the stored water amount per unit time calculated from the change in the stored water amount in the high water tank 6 stored in the stored water amount storage means 39. Then, the accumulated water determination means 4
No. 1 determines that there is accumulated water in the water receiving tank 3 or the elevated water tank 6 when the stored water amount at a certain time is larger than the outflow water amount within a predetermined time from that time, and also calculates the amount of the accumulated water. The water storage tank control means 30 generates a control signal based on the above judgment result and outputs the control signal to the control valves 3b and 6b to control the opening and closing thereof, and judges that the water is present in the water receiving tank 3 or the elevated water tank 6 and then obtains the control signal. The amount of accumulated water is distributed to the medium water tanks 35 and 37.

【0052】図5は、滞留水判定手段41の動作を説明
するための時刻毎の高置水槽6への流入量と流出量と貯
水量を示す説明図である。滞留水判定手段41は、高置
水槽6内に水が1日滞留すると滞留により死水となるの
で、この滞留した水が排出されるように判断を行い、滞
留水の排出を行う。すなわち、図5の(b)に示すよう
に1994年7月3日午前6時の高置水槽6の貯水量は
3000リットルであるが、1994年7月3日午前6
時から1日経過した1994年7月4日午前6時までの
流出水量は図5の(a)に示すように2500リットル
である。1994年7月3日午前6時から1日経過した
1994年7月4日午前6時までの間には流入量がある
が、1994年7月3日午前6時の時点で高置水槽6に
貯水されていた水の少なくとも500リットルは高置水
槽6に1日間貯水されており滞留水となっている。従っ
て、滞留水判定手段41は、1994年7月4日午前6
時の時点で高置水槽6に500リットルの滞留水が存在
すると判断し、貯水槽制御手段30は滞留水判定手段4
1の判断結果に基づいて制御信号を生成し制御バルブ6
bを制御して高温水槽内の水を中水水槽37に排出す
る。
FIG. 5 is an explanatory diagram showing the inflow amount, outflow amount, and stored water amount to the elevated water tank 6 for each time, for explaining the operation of the accumulated water determination means 41. The accumulated water determination means 41 determines that the accumulated water is discharged because the accumulated water becomes dead water when the accumulated water remains in the elevated water tank 6 for one day, and discharges the accumulated water. That is, as shown in FIG. 5B, the amount of water stored in the elevated water tank 6 at 6:00 am on July 3, 1994 is 3000 liters, but on July 3, 1994, 6 am
The amount of runoff water up to 6:00 am on July 4, 1994, one day after the time, is 2500 liters as shown in FIG. There is an inflow from 6:00 am on July 3, 1994 to 6:00 am on July 4, 1994, but at 6 am on July 3, 1994, the high water tank 6 At least 500 liters of the water stored in the above are stored in the elevated water tank 6 for one day and are accumulated water. Therefore, the accumulated water determination means 41 is set at 6 am on July 4, 1994.
At the time, it is determined that 500 liters of accumulated water is present in the elevated water tank 6, and the water tank control means 30 causes the accumulated water determination means 4 to operate.
The control valve 6 generates a control signal based on the judgment result of 1
By controlling b, the water in the high temperature water tank is discharged to the medium water tank 37.

【0053】従って、本実施例では滞留していると判断
した水量の水を中水水槽37に排出する結果、安全な飲
料水を供給することが可能となる。
Therefore, in this embodiment, as a result of discharging the amount of water judged to be stagnant to the intermediate water tank 37, safe drinking water can be supplied.

【0054】また、以上説明した実施例では1日滞留し
た水を滞留水であると判定するようにしたが、受水槽や
高置水槽に貯水された水に含まれる残留塩素イオン濃度
を検出し死水であるか否かを判断するようにしてもよ
い。
In the embodiment described above, the water retained for one day was determined to be the retained water. However, the residual chlorine ion concentration contained in the water stored in the receiving tank or the elevated water tank was detected. You may make it determine whether it is dead water.

【0055】また、以上説明した実施例では死水と判断
された滞留水を中水水槽へ排出するように構成したが、
死水と判断された滞留水に塩素を注入することで塩素滅
菌を行うように構成してもよい。
In the embodiment described above, the accumulated water judged to be dead water is discharged to the intermediate water tank.
Chlorine sterilization may be performed by injecting chlorine into the accumulated water determined to be dead water.

【0056】さらにまた、以上説明した実施例では死水
と判断された滞留水を中水水槽へ排出するように構成し
たが、死水と判断された滞留水を排水水槽に排出する構
成にしてもよい。
Furthermore, in the above-described embodiment, the accumulated water judged to be dead water is discharged to the intermediate water tank, but the accumulated water judged to be dead water may be discharged to the drain water tank. .

【0057】実施例3.以下、この発明の実施例3を図
について説明する。図6は、実施例3の給配水設備装置
の構成を示すブロック図である。図6において図22と
同一または相当の部分については同一の符号を付し説明
を省略する。図において、45Aは給水設備9Aの量水
器(給水量計測手段)、45Bは給水設備9Bの量水器
(給水量計測手段)である。46aは量水器45Aとビ
ル管理システム26とを接続する信号線、46bは量水
器45Bとビル管理システム26とを接続する信号線、
46cはビル管理システム26の給水栓制御手段51と
給水設備9Aの給水栓8Aとを接続する信号線、46d
はビル管理システム26の給水栓制御手段51と給水設
備9Bの給水栓8Bとを接続する信号線である。また、
この実施例では給水栓8A,8Bは手動および自動によ
りその給水量を調節できる構造となっている。
Example 3. The third embodiment of the present invention will be described below with reference to the drawings. FIG. 6 is a block diagram showing the configuration of the water supply and distribution facility device according to the third embodiment. In FIG. 6, parts that are the same as or correspond to those in FIG. 22 are assigned the same reference numerals and explanations thereof are omitted. In the figure, 45A is a water meter (water supply amount measuring means) of the water supply facility 9A, and 45B is a water meter (water supply amount measuring means) of the water supply facility 9B. 46a is a signal line connecting the water meter 45A and the building management system 26, 46b is a signal line connecting the water meter 45B and the building management system 26,
46c is a signal line connecting the faucet control means 51 of the building management system 26 and the faucet 8A of the water supply facility 9A, and 46d.
Is a signal line connecting the water faucet control means 51 of the building management system 26 and the water faucet 8B of the water supply facility 9B. Also,
In this embodiment, the water taps 8A and 8B have a structure in which the water supply amount can be adjusted manually or automatically.

【0058】また、本実施例のビル管理システム26は
給水量算出記憶手段(給水量記憶手段)47と配管デー
タ記憶手段48と滞留水判定手段49と給水栓制御量算
出手段50と給水栓制御手段51とを備えている。給水
量算出記憶手段47は、各給水栓の単位時間毎の給水量
を算出し記憶する手段である。配管データ記憶手段48
は、配管の位置,容量,劣化度などの配管データを記憶
する手段である。滞留水判定手段49は、給水量が所定
の時間(例えば3日間)、所定の水量以下のとき、前記
配管データから滞留水の蓄積位置および蓄積容量を特定
する手段である。給水栓制御量算出手段50は、滞留水
を排出する給水栓の位置を求めその給水栓を開く時間や
給水栓の開閉度などの給水栓制御量を算出する手段であ
る。給水栓制御手段51は、給水栓制御量算出手段50
により算出した給水栓制御量を基に給水栓を制御する手
段である。
In the building management system 26 of this embodiment, the water supply amount calculation storage means (water supply amount storage means) 47, the pipe data storage means 48, the accumulated water determination means 49, the water tap control amount calculation means 50, and the water tap control are provided. And means 51. The water supply amount calculation / storage means 47 is a means for calculating and storing the water supply amount of each water tap per unit time. Piping data storage means 48
Is a means for storing piping data such as the position, capacity and deterioration degree of the piping. The accumulated water determination means 49 is means for specifying the accumulated position and accumulated capacity of accumulated water from the pipe data when the amount of water supply is below a predetermined amount of water for a predetermined time (for example, 3 days). The water faucet control amount calculating means 50 is a means for obtaining the position of the water faucet that discharges the accumulated water and calculating the water faucet control amount such as the time for opening the water faucet and the opening / closing degree of the water faucet. The hydrant control means 51 is a hydrant control amount calculation means 50.
It is a means for controlling the water faucet based on the water faucet control amount calculated by.

【0059】次に動作について説明する。本実施例で
は、量水器45A,45Bにおいて計測された各給水栓
の給水量が、通信路46a,46bを介してビル管理シ
ステム26に送られる。給水量算出記憶手段47は、各
給水栓の単位時間毎の給水量を記憶する。一方、配管デ
ータ記憶手段48は、配管の位置,容量,劣化度などの
配管データを記憶しており、図9は前記配管データを示
す説明図であり、ビル内の配管を図7に示すように各区
分に分割し、区分毎の配置場所,種類(用途),長さ,
呼び径,劣化度などのデータを項目毎に記憶している。
図7において図6と同一の部分については同一の符号を
付し説明を省略するが、7Aは第1の給水枝管、7Bは
第2の給水枝管、7Cは第3の給水枝管である。これら
第1の給水枝管7Aと第2の給水枝管7Bと第3の給水
枝管7Cは、夫々さらに枝管に分岐されてその末端には
夫々量水器を介して給水栓が配置されている。
Next, the operation will be described. In the present embodiment, the water supply amount of each water tap measured by the water meter 45A, 45B is sent to the building management system 26 via the communication paths 46a, 46b. The water supply amount storage unit 47 stores the water supply amount of each water tap per unit time. On the other hand, the piping data storage means 48 stores piping data such as the position, capacity, and deterioration degree of the piping. FIG. 9 is an explanatory diagram showing the piping data, and the piping in the building is shown in FIG. It is divided into each section, and the location, type (use), length,
Data such as nominal diameter and degree of deterioration are stored for each item.
In FIG. 7, the same parts as those in FIG. 6 are designated by the same reference numerals and the description thereof will be omitted. 7A is a first water supply branch pipe, 7B is a second water supply branch pipe, and 7C is a third water supply branch pipe. is there. The first water supply branch pipe 7A, the second water supply branch pipe 7B, and the third water supply branch pipe 7C are further branched into branch pipes, respectively, and water taps are arranged at their ends through water meters. ing.

【0060】すなわち、第1の給水枝管7Aは量水器4
5Aを介して給水栓8Aが設けられた枝管と、量水器4
5Bを介して給水栓8Bが設けられた枝管と、量水器4
5Cを介して給水栓8Cが設けられた枝管とに分岐して
いる。また、第2の給水枝管7Bは量水器45Dを介し
て給水栓8Dが設けられた枝管と、量水器45Eを介し
て給水栓8Eが設けられた枝管と、量水器45Fを介し
て給水栓8Fが設けられた枝管とに分岐している。ま
た、第3の給水枝管7Cは量水器45Gを介して給水栓
8Gが設けられた枝管と、量水器45Hを介して給水栓
8Hが設けられた枝管と、量水器45Iを介して給水栓
8Iが設けられた枝管とに分岐している。そして、各枝
毎に区分けされて管理されている。
That is, the first water supply branch pipe 7A is the water meter 4
5A and a branch pipe provided with a water tap 8A, and a water meter 4
5B and a branch pipe provided with a water tap 8B, and a water meter 4
It branches via 5C to a branch pipe provided with a water tap 8C. Further, the second water supply branch pipe 7B is provided with a water supply tap 8D via a water meter 45D, a branch pipe provided with a water tap 8E via a water meter 45E, and a water meter 45F. Through a branch pipe provided with a water tap 8F. Further, the third water supply branch pipe 7C is provided with a water supply tap 8G via a water meter 45G, a branch pipe provided with a water tap 8H via a water meter 45H, and a water meter 45I. Through a branch pipe provided with a water tap 8I. Then, each branch is managed separately.

【0061】今、図8に示すような各給水栓の使用状況
であったとする。すなわち給水栓8A,給水栓8B,給
水栓8C,給水栓8E,給水栓8G,給水栓8Iでは3
日間水が使用されていない。従って、滞留水判定手段4
9は、配管データから滞留水の蓄積位置および蓄積容量
を特定する。この場合、滞留水判定手段49は、高置水
槽6から離れた末端の給水枝管7Cから滞留水の存在を
調べることになる。給水栓8G,給水栓8H,給水栓8
Iでは3日間給水が行われていないので、図7に示すo
3からo4の区間とo4からc3の区間およびa3から
d3の区間およびb3からe3の区間およびc3からf
3の区間に滞留水が存在すると判定する。次に給水枝管
7Bの滞留水の存在を調べることになる。給水栓8Eで
は3日間給水が行われていないので、図7に示すb2か
らe2の区間に滞留水が存在すると判定する。次に給水
枝管7Aの滞留水の存在を調べることになる。給水栓8
A,給水栓8B,給水栓8Cでは3日間給水が行われて
いないので、図7に示すo2からc1の区間およびa1
からd1の区間およびb1からe1の区間およびc1か
らf1の区間に滞留水が存在すると判定する。
It is now assumed that the water taps are in use as shown in FIG. That is, 3 in the water tap 8A, the water tap 8B, the water tap 8C, the water tap 8E, the water tap 8G, and the water tap 8I.
No water used for days. Therefore, the accumulated water determination means 4
9 identifies the accumulation position and accumulation capacity of the accumulated water from the piping data. In this case, the accumulated water determination means 49 will check the presence of accumulated water from the water supply branch pipe 7C at the end away from the elevated water tank 6. Water tap 8G, water tap 8H, water tap 8
Since water is not supplied for 3 days in I,
3 to o4, o4 to c3, a3 to d3, b3 to e3, and c3 to f
It is determined that the accumulated water exists in the section of No. 3. Next, the existence of accumulated water in the water supply branch pipe 7B will be examined. Since the water tap 8E has not been supplied with water for 3 days, it is determined that there is accumulated water in the section from b2 to e2 shown in FIG. 7. Next, the presence of accumulated water in the water supply branch pipe 7A will be examined. Hydrant 8
Since water is not supplied for 3 days at A, water tap 8B, and water tap 8C, the section from o2 to c1 and a1 shown in FIG.
From d1 to d1, from b1 to e1 and from c1 to f1 the accumulated water exists.

【0062】滞留水判定手段49は、次に配管データを
参照して滞留水の容量を次式(1)により算出する。
The accumulated water judging means 49 then calculates the volume of accumulated water by the following equation (1) with reference to the pipe data.

【0063】 V=π・(A/2)2 ・L ・・・・・(1)V = π · (A / 2) 2 · L (1)

【0064】ここで、Vは滞留水の容量、Aは配管の呼
び径、Lは配管の長さである。
Here, V is the volume of accumulated water, A is the nominal diameter of the pipe, and L is the length of the pipe.

【0065】このようにして滞留水判定手段4により判
定された滞留水が存在する区間および滞留水の容量を基
に、給水栓制御量算出手段50は滞留水を排出する給水
栓の位置およびその給水栓を開く時間を算出する。そし
て、給水栓制御手段51により給水栓を制御し、a3か
らd3の区間およびb3からe3の区間およびc3から
f3の区間の滞留水を給水栓8G,給水栓8H,給水栓
8Iを開くことで排水する。また、区間o3からo4と
区間o4からc3の区間の滞留水は給水栓8Iにより排
水する。同様にb2からe2の区間の滞留水は、給水栓
8Eを開くことで排水する。また、a1からd1の区間
およびb1からe1の区間およびc1からf1の区間の
滞留水は、給水栓8Aと給水栓8Bと給水栓8Cとを開
くことで排水する。またo2からc1の区間の滞留水
は、給水栓8Cから排水する。
Based on the section where the accumulated water is present and the capacity of the accumulated water determined by the accumulated water determination unit 4 in this way, the water faucet control amount calculation unit 50 determines the position of the water faucet that discharges the accumulated water and its position. Calculate the time to open the faucet. By controlling the water faucet by the water faucet control means 51, the accumulated water in the section from a3 to d3, the section from b3 to e3, and the section from c3 to f3 is opened by the water taps 8G, 8H, and 8I. Drain. The accumulated water in the sections o3 to o4 and the sections o4 to c3 is drained by the water tap 8I. Similarly, the accumulated water in the section from b2 to e2 is drained by opening the water tap 8E. The accumulated water in the section from a1 to d1, the section from b1 to e1 and the section from c1 to f1 is drained by opening the water taps 8A, 8B and 8C. The accumulated water in the section from o2 to c1 is drained from the water tap 8C.

【0066】このとき給水栓制御量算出手段50は、各
給水栓から排水する水量の総量を求め、その総量を排水
するための各給水栓の開閉度および開閉時間を算出す
る。図10は、各給水栓の開閉度と単位時間当りの流出
量との関係を示す説明図であり、給水栓制御量算出手段
50は単位時間当りの流出量を求め、図10に示すデー
タを基に給水栓の開閉度を決定する。ここで標準的に
は、単位時間当りの流出量が少なくなるように開閉度を
決定する。次に排出水量を単位時間当りの流出水量で除
して各給水栓を開く時間を求め、給水栓制御手段51は
給水栓制御量算出手段50が決定した開閉度と時間に応
じて該当する給水栓を制御する。
At this time, the water faucet control amount calculation means 50 obtains the total amount of water drained from each water faucet, and calculates the opening / closing degree and the opening / closing time of each water faucet for draining the total amount. FIG. 10 is an explanatory diagram showing the relationship between the opening / closing degree of each hydrant and the outflow rate per unit time. The hydrant control amount calculation means 50 obtains the outflow rate per unit time, and the data shown in FIG. Based on this, the degree of opening / closing of the water tap is determined. Here, as a standard, the opening / closing degree is determined so that the outflow amount per unit time is reduced. Next, the discharge water amount is divided by the outflow water amount per unit time to obtain the time for opening each water tap, and the water tap control means 51 causes the water tap control amount calculating means 50 to determine the opening and closing degree and the corresponding water supply according to the time. Control the stopper.

【0067】このように本実施例の給配水設備装置で
は、各給水栓の給水量を測定し所定の時間給水が行われ
ていないときには給水管内に水が滞留していると判断
し、滞留水の位置および容量および滞留水を排出するた
めの給水栓を特定し、最適な量の滞留水を自動的に排出
するので、各給水設備に安全な飲料水を供給することが
出来、人が判断して滞留水を放出する場合に比べて必要
以上の水を放出するようなこともなくなり無駄がなくな
ることになる。さらにまた、給水管の交換によりビル内
の配管の形状や配置が変化したときでも配管データ記憶
手段48に記憶してある配管データを変更すればよく、
状況に応じて柔軟に対応することも出来る。
As described above, in the water supply / distribution facility apparatus of this embodiment, the amount of water supplied to each water tap is measured, and when water supply is not performed for a predetermined time, it is determined that water is accumulated in the water supply pipe, and the accumulated water is accumulated. The location and capacity of the water and the faucet for discharging accumulated water are specified, and the optimum amount of accumulated water is automatically discharged, so safe drinking water can be supplied to each water supply facility As compared with the case where the accumulated water is discharged, more water than necessary is not discharged and waste is eliminated. Furthermore, the pipe data stored in the pipe data storage means 48 may be changed even when the shape or arrangement of the pipes in the building changes due to replacement of the water supply pipe.
You can flexibly respond to the situation.

【0068】なお、以上説明した実施例では、給水管内
の滞留水の量を算出し、その算出量に見合った水量を排
出するように構成したが、給水が計算したようには配水
されていないと考えられる場合や、給水管の呼び径が腐
食などにより変化していると考えられる場合には、算出
した滞留水の量を変え、多目あるいは少な目に排出する
ようにしてもよい。
In the embodiment described above, the amount of accumulated water in the water supply pipe is calculated and the amount of water commensurate with the calculated amount is discharged, but the water supply is not distributed as calculated. In such a case, or when it is considered that the nominal diameter of the water supply pipe is changed due to corrosion or the like, the calculated amount of accumulated water may be changed so that the accumulated water is discharged in a large or small amount.

【0069】また、上記実施例では、給水管内に所定の
時間以上、水が留まることで死水になると判断するよう
に構成したが、検出した給水管内の水に含まれる残留塩
素イオン濃度に応じて死水になったか否かを判断するよ
うに構成してもよい。
Further, in the above-mentioned embodiment, it is configured that it is judged that the dead water is caused by the water remaining in the water supply pipe for a predetermined time or longer. However, depending on the detected residual chlorine ion concentration in the water in the water supply pipe, It may be configured to determine whether or not the water is dead.

【0070】また、上記実施例では各給水栓に対応させ
て量水器を設けるように構成したが、特定の配管位置に
配置する構成であってもよい。
Further, although the water meter is provided corresponding to each water tap in the above embodiment, it may be arranged at a specific pipe position.

【0071】また、上記実施例では通常利用する各給水
栓から滞留水を排水するように構成したが、滞留水を専
用に排水するための滞留水排水栓を設置するように構成
してもよい。
Further, in the above embodiment, the accumulated water is drained from each of the water taps that are normally used, but it is also possible to install a accumulated water drain plug for exclusively draining the accumulated water. .

【0072】実施例4.以下、この発明の実施例4を図
について説明する。前記実施例3では、滞留水判定手段
49は給水が所定の時間(例えば3日間)行われていな
いことを、滞留水判定の判断基準の一つとしていた。本
実施例では、滞留水判定の判断基準の一つとして用いて
いる給水が行われていない時間(給水の未使用時間)を
配管の劣化度に応じて変える。図11は、各配管に対応
して配管データ記憶手段48に記憶された劣化度のレベ
ルを示すデータを含む配管データの説明図であり、図1
2は配管データ記憶手段48に記憶された劣化度のレベ
ルに対応した許容される給水の未使用時間を示す説明図
である。
Example 4. Embodiment 4 of the present invention will be described below with reference to the drawings. In the third embodiment, the accumulated water determination means 49 uses one of the determination criteria for the accumulated water determination that water supply is not performed for a predetermined time (for example, 3 days). In the present embodiment, the time during which the water supply is not performed (the unused time of the water supply), which is used as one of the criteria for determining the accumulated water, is changed according to the degree of deterioration of the pipe. FIG. 11 is an explanatory diagram of piping data including data indicating the level of deterioration stored in the piping data storage means 48 corresponding to each piping.
2 is an explanatory diagram showing an allowable unused time of the water supply corresponding to the deterioration level stored in the pipe data storage means 48.

【0073】滞留水判定手段49は、劣化度が「レベル
0」のときには給水が72時間行われていない状態のと
きにその配管内の水が滞留水となり死水あるいは赤水と
なると判定する。また、劣化度が「レベル1」のときに
は給水が60時間、また劣化度が「レベル2」のときに
は給水が10時間、劣化度が「レベル3」のときには給
水が2時間行われていないときに滞留水発生と判定する
ことになる。
The accumulated water judging means 49 judges that the water in the pipe becomes accumulated water and becomes dead water or red water when the deterioration level is "level 0" and the water supply is not performed for 72 hours. When the deterioration level is "level 1", the water supply is 60 hours, when the deterioration level is "level 2", the water supply is 10 hours, and when the deterioration level is "level 3", the water supply is not performed for 2 hours. It will be determined that accumulated water has occurred.

【0074】このように本実施例では、配管の劣化度を
滞留水判定基準の一つとして加えるように構成したの
で、劣化度が大きいときに発生する赤水を自動的に排出
するこができる。また、前記劣化度と共に、あるいは劣
化度を用いることなく水に含まれる鉄イオン濃度を検出
し、前記劣化度と前記検出結果あるいは前記検出結果に
応じて赤水が発生している状態であるか否かを判断し、
発生した赤水を自動的に排出するように構成してもよ
い。
As described above, in the present embodiment, the deterioration degree of the pipe is added as one of the criteria for determining the accumulated water, so that the red water generated when the deterioration degree is large can be automatically discharged. Further, the iron ion concentration contained in water is detected together with the deterioration degree or without using the deterioration degree, and whether red water is generated according to the deterioration degree and the detection result or the detection result. Judge whether
The generated red water may be automatically discharged.

【0075】実施例5.以下、この発明の実施例5を図
について説明する。図13は、この実施例5の給配水設
備装置の構成を示すブロック図である。図13において
図6と同一または相当の部分については同一の符号を付
し説明を省略する。この実施例では、給水量算出記憶手
段47から入力した各給水栓の給水量と給水栓制御量算
出手段50から入力した滞留水の量と滞留水を排出した
給水栓とから、課金管理手段61により各給水栓の水の
使用料金を算出する。
Example 5. Embodiment 5 of the present invention will be described below with reference to the drawings. FIG. 13 is a block diagram showing the configuration of the water supply and distribution facility device according to the fifth embodiment. In FIG. 13, parts that are the same as or equivalent to those in FIG. 6 are given the same reference numerals and description thereof is omitted. In this embodiment, from the water supply amount of each of the water taps input from the water supply amount calculation storage means 47, the amount of accumulated water input from the water faucet control amount calculation means 50, and the water faucet from which the accumulated water is discharged, the charge management means 61. Calculate the water usage fee for each hydrant.

【0076】図14は、課金水量の状況を示す説明であ
る。これによれば、給水設備Aの給水栓から給水設備E
の給水栓まではビルを使用している各社が専用に使用し
ており、給水設備Fの給水栓は共用で使用されている。
課金管理手段61には、給水量算出記憶手段47から各
給水栓の給水量が入力されると共に、給水栓制御量算出
手段50から各給水栓における死水や赤水を排出したと
きの自動排出水量が入力される。課金管理手段61は、
各給水栓の給水量から自動排出水量を差し引いて直接課
金水量を算出する。また、共通の給水設備Fの給水栓で
の直接課金水量(94000リットル)と、すべての給
水栓での自動排出水量(6000リットル)の和を算出
し、100000リットル分を共益費として各社に分担
させる。この結果、給水設備A〜給水設備Eの各給水栓
の課金水量は、直接課金水量と前記共益費を5等分した
水量との和となる。
FIG. 14 is an explanation showing the situation of the amount of billing water. According to this, from the faucet of the water supply facility A to the water supply facility E
Up to the water hydrant, each company using the building uses it exclusively, and the water hydrant of the water supply facility F is commonly used.
In the charging management means 61, the water supply amount of each water tap is input from the water supply amount calculation storage means 47, and the automatic water discharge amount when the dead water or the red water is discharged from each water tap is calculated from the water tap control amount calculation means 50. Is entered. The billing management means 61
The amount of water billed directly is calculated by subtracting the amount of automatically discharged water from the amount of water supplied to each tap. In addition, the sum of the direct charge water amount (94000 liters) at the water hydrants of the common water supply facility F and the automatic discharge water amount (6000 liters) at all of the water hydrants is calculated, and 100,000 liters are shared by each company as common expenses. Let As a result, the charged water amount of each of the water taps of the water supply facilities A to E becomes the sum of the direct charged water amount and the water amount obtained by dividing the common service cost into five equal parts.

【0077】このように本実施例によれば、死水や赤水
などの滞留水を自動排出したときに、その排出量に対す
る使用量は利用者が見掛け上公平に負担することにな
り、見掛け上公平な課金を利用者に行うことが可能とな
る。
As described above, according to the present embodiment, when the accumulated water such as dead water and red water is automatically discharged, the usage amount relative to the discharged amount is apparently imparted to the user, which is apparently fair. It is possible to charge the user variously.

【0078】なお、以上説明した実施例では、利用者の
給水利用状況に関係なく全ての利用者に等分に、死水や
赤水などの滞留水の自動排出水量に対する課金が行われ
るため、死水や赤水などの滞留水の発生原因が他者(給
水をほとんど行わず滞留水発生の原因を招来した利用
者)であるにも係わらず滞留水の自動排出水量に対する
課金が頻繁に給水を利用する者に対しても行われること
になり、実質的な平等とはいえない。従って、所定の時
間、所定の容量以下の給水を行っている利用者、すなわ
ち死水や赤水などの滞留水の発生を招来した利用者に対
し死水や赤水などの滞留水の自動排出水量に対する課金
を行うようにしてもよい。
In the embodiment described above, regardless of the user's water supply usage status, all users are charged equally for the amount of accumulated water such as dead water and red water discharged. A person who frequently charges water for automatic discharge of accumulated water even though the cause of accumulated water such as red water is another person (a user who rarely supplied water and causes the generation of accumulated water) It will also be applied to, and it cannot be said that it is substantially equal. Therefore, a user who has been supplying less than a predetermined amount of water for a predetermined period of time, that is, a user who has caused accumulated water such as dead water or red water, is charged for the amount of automatic discharge of accumulated water such as dead water or red water. It may be performed.

【0079】実施例6.以下、この発明の実施例6を図
について説明する。図15は、この実施例6の給配水設
備装置の構成を示すブロック図である。図15において
図6と同一または相当の部分については同一の符号を付
し説明を省略する。この実施例の給配水設備装置のビル
管理システム26は、給水量算出記憶手段47と閉め忘
れ判定手段(給水栓特定手段)65と給水栓制御手段5
1とを備えている。閉め忘れ判定手段65は、給水量が
所定の水量を越えている給水栓の位置を特定する手段で
ある。給水栓制御手段51は、閉め忘れ判定手段65が
特定した給水栓を制御し閉じるための手段である。ま
た、給水栓8A,8Bは手動および自動によりその給水
量を調節できる構造となっている。
Example 6. Embodiment 6 of the present invention will be described below with reference to the drawings. FIG. 15 is a block diagram showing the configuration of the water supply and distribution facility device according to the sixth embodiment. In FIG. 15, parts that are the same as or equivalent to those in FIG. 6 are given the same reference numerals, and descriptions thereof will be omitted. In the building management system 26 of the water supply and distribution facility device of this embodiment, the water supply amount calculation storage means 47, forgetting to close (water tap specification means) 65, and water tap control means 5 are provided.
1 and. The forget-to-close determination means 65 is a means for specifying the position of the water tap whose water supply amount exceeds a predetermined water amount. The water tap control means 51 is means for controlling and closing the water tap specified by the forgetting to close determination means 65. Further, the water taps 8A and 8B have a structure in which the amount of water supply can be adjusted manually or automatically.

【0080】次に動作について説明する。給水栓の閉め
忘れが発生し水の垂れ流し状態が生じると、その給水栓
に対応して設けられている量水器が計測する給水量は連
続して増大し異常な値を示すことになる。このため閉め
忘れ判定手段65は、給水量が所定の水量を越えるとそ
の給水栓の位置を特定し、特定した給水栓を給水栓制御
手段51により閉じることになる。
Next, the operation will be described. If the user forgets to close the water tap and water is flowing, the amount of water supplied by the water meter provided for the water tap will continuously increase and show an abnormal value. For this reason, the forgetting to close unit 65 specifies the position of the water tap when the water supply exceeds a predetermined water amount, and the water tap control unit 51 closes the specified water tap.

【0081】図16は、食堂用,浴槽用,洗面用,トイ
レ用などの用途別の継続給水量の上限を示す説明図、図
17は洗面用に使用する給水設備の給水量の時間的な変
化を示す説明図である。閉め忘れ判定手段65は、単位
時間毎の給水量を加算し継続して給水されている給水量
を算出する。この算出した給水量は、洗面所における給
水栓に示め忘れが発生すると、図17に示すように13
時4分50秒には上限値1リットルを越えるので、給水
栓制御手段51に洗面所の給水栓を閉めるように給水栓
制御手段51へ指示を出力し、給水栓制御手段51は洗
面所の給水栓を閉める。
FIG. 16 is an explanatory view showing the upper limit of the continuous water supply amount for each use such as for dining room, bathtub, washroom, toilet, etc., and FIG. 17 shows the water supply amount of the water supply facility used for washroom with respect to time. It is explanatory drawing which shows a change. The closing forgetting determination means 65 adds the water supply amount for each unit time and calculates the water supply amount that is continuously supplied. This calculated amount of water supply will be reduced to 13 as shown in FIG. 17 if the faucet in the washroom forgets to show it.
Since the upper limit of 1 liter is exceeded at 4 minutes and 50 seconds, an instruction is output to the water faucet control means 51 to close the water faucet control means 51, and the water faucet control means 51 causes the water faucet control means 51 to close the toilet. Close the water tap.

【0082】このように、本実施例の給配水設備装置で
は、給水栓の閉め忘れを検出し閉め忘れられた給水栓を
自動的に閉めるので、水の浪費や室内に水が溢れるのを
防止できる。
As described above, in the water supply and distribution facility apparatus of this embodiment, the forgetting to close the water tap is automatically detected and the water tap which is forgotten to be closed is automatically closed. Therefore, it is possible to prevent waste of water and overflow of water into the room. it can.

【0083】また、以上説明した実施例では、給水栓8
A,8Bは手動および自動によりその給水量を調節でき
る構造となっているものとして説明したが、給水栓の給
水量を強制的に零にするための制御バルブを給水栓とは
独立に夫々の給水栓への配管に設けるように構成しても
よい。
Further, in the embodiment described above, the water faucet 8
A and 8B have been described as having a structure in which the water supply amount can be adjusted manually and automatically, but the control valve for forcibly reducing the water supply amount of the water hydrant to zero is independent of the water hydrant. You may comprise so that it may provide in the piping to a water tap.

【0084】また、以上説明した実施例では、給水栓か
ら継続して給水される水量が所定の水量を越えたときに
閉め忘れと判定するように構成したが、各給水栓での過
去の給水量から所定時間当りの需要量を予測し、前記所
定時間当りの給水量が前記需要量を過度に越えている場
合に閉め忘れが生じたと判定するように構成してもよ
い。
Further, in the embodiment described above, when the amount of water continuously supplied from the water faucet exceeds the predetermined amount, it is judged that the user forgets to close it. It may be configured to predict the demand amount per predetermined time from the amount and to determine that the forgetting to close occurs when the water supply amount per the predetermined time excessively exceeds the demand amount.

【0085】実施例7.以下、この発明の実施例7を図
について説明する。図18は、この実施例7の給配水設
備装置の構成を示すブロック図である。図18において
図6と同一または相当の部分については同一の符号を付
し説明を省略する。この実施例の給配水設備装置のビル
管理システム26は、給水栓制御量算出手段50と給水
栓制御手段51と節約係数受信手段(給水制限情報受信
手段)71を備えている。また、ビル管理システム26
は通信ケーブル70により上水場施設72と接続されて
いる。上水場施設72には節約係数送信手段(給水制限
情報送信手段)73が設けられている。節約係数受信手
段71は、上水場施設72の節約係数送信手段73から
通信ケーブル70を介して送られてくる節約係数情報を
受信する手段である。この節約係数情報は、節水を行な
うときにその節水の程度を上水場施設72から指示する
ための情報である。
Example 7. Embodiment 7 of the present invention will be described below with reference to the drawings. FIG. 18 is a block diagram showing the configuration of the water supply and distribution facility device according to the seventh embodiment. 18, parts that are the same as or equivalent to those in FIG. 6 are given the same reference numerals and description thereof is omitted. The building management system 26 of the water supply and distribution facility device of this embodiment includes a water faucet control amount calculation means 50, a water faucet control means 51, and a saving coefficient receiving means (water supply restriction information receiving means) 71. In addition, the building management system 26
Is connected to a waterworks facility 72 by a communication cable 70. The waterworks facility 72 is provided with a saving coefficient transmitting means (water supply restriction information transmitting means) 73. The saving coefficient receiving means 71 is means for receiving saving coefficient information sent from the saving coefficient transmitting means 73 of the waterworks facility 72 via the communication cable 70. This saving coefficient information is information for instructing the degree of water saving from the water supply facility 72 when saving water.

【0086】次に動作について説明する。上水場施設7
2では、渇水期になると上水の供給量を抑制するため
に、節約係数送信手段73から通信ケーブル70を介し
て節約係数情報を各ビル管理システムに送信する。ビル
管理システム26では、上水場施設72の節約係数送信
手段73から送られてくる節約係数情報を節約係数受信
手段71により受信して、給水栓制御量算出手段50に
出力する。給水栓制御量算出手段50では入力された節
約係数情報を基に給水設備9A,9Bの給水栓8A,8
Bの弁開閉度を算出し、弁開閉度信号を信号線46c,
46dを介して各給水栓8A,8Bに出力し、給水栓8
A,8Bの弁開度を調節する。
Next, the operation will be described. Water supply facility 7
In No. 2, in the dry season, in order to suppress the supply of clean water, the saving coefficient transmitting means 73 transmits the saving coefficient information to each building management system via the communication cable 70. In the building management system 26, the saving coefficient receiving means 71 receives the saving coefficient information sent from the saving coefficient sending means 73 of the waterworks facility 72, and outputs it to the water faucet control amount calculating means 50. The water faucet control amount calculation means 50, based on the input saving coefficient information, the water faucet 8A, 8 of the water supply equipment 9A, 9B.
The valve opening / closing degree of B is calculated, and the valve opening / closing degree signal is sent to the signal line 46c,
Output to each of the water taps 8A and 8B via 46d.
Adjust the valve opening of A and 8B.

【0087】図19は、節約係数情報を受信したときの
各給水栓の開閉度と単位時間当りの流出量との関係を示
す説明図である。図19の説明図では、図7に示す各給
水栓8Aから8Iについて節約係数情報と単位時間当り
の流出量との関係を示している。例えば80%の節約係
数情報を受信すると各給水栓の弁開閉度は通常時に比べ
8割となって、各給水栓から流れ出る単位時間当りの水
量は通常の使用時に比べて2割節約されることになる。
FIG. 19 is an explanatory view showing the relationship between the opening / closing degree of each water tap and the outflow amount per unit time when the saving coefficient information is received. The explanatory view of FIG. 19 shows the relationship between the saving coefficient information and the outflow amount per unit time for each of the water taps 8A to 8I shown in FIG. For example, if 80% saving coefficient information is received, the valve opening / closing degree of each hydrant will be 80% compared to normal time, and the amount of water flowing out from each hydrant per unit time will be saved by 20% compared to normal use. become.

【0088】このように本実施例では、上水場施設から
の指示に従って各ビル管理システムにより自動的に節水
が行なわれ、渇水期における水不足に対応することが可
能となる。
As described above, in this embodiment, water saving is automatically performed by each building management system in accordance with the instruction from the waterworks facility, and it becomes possible to cope with the water shortage during the dry season.

【0089】なお、以上説明した実施例では、例えば8
0%の節約係数情報を受信すると各給水栓の弁開閉度は
通常時に比べ8割となり2割の節水が行なわれるように
構成したが、各給水栓毎の給水の受容量を予測し、この
受容量に基づいて各給水栓毎の弁開閉度を制御するよう
にして、ビル全体で20%の節約になるように構成して
もよい。
In the embodiment described above, for example, 8
When the saving coefficient information of 0% is received, the valve opening / closing degree of each hydrant is 80% compared to the normal time, and it is configured to save water by 20%. The degree of valve opening / closing for each faucet may be controlled based on the amount received, so that the entire building may be configured to save 20%.

【0090】実施例8.以下、この発明の実施例8を図
について説明する。図20は、この実施例8の給配水設
備装置の構成を示すブロック図である。図20において
図4,図6,図15,図18と同一または相当の部分に
ついては同一の符号を付し説明を省略する。この実施例
の給配水設備装置のビル管理システム26は、実施例2
あるいは実施例3の滞留水判定手段49と給水栓制御手
段51と実施例6の閉め忘れ判定手段65と実施例7の
節約係数受信手段71と、情報送信手段(告知情報送信
手段)83とを備えている。81は給水設備9Aの給水
栓の近傍に配置された給水栓8Aが制御中であることを
示す情報表示装置(告知情報報知手段)、82は給水設
備9Bの給水栓の近傍に配置された給水栓8Bが制御中
であることを示す情報表示装置である。情報送信手段8
3は、滞留水判定手段49と給水栓制御手段51と閉め
忘れ判定手段65と節約係数受信手段71とからの制御
情報や給水栓の位置を示す情報に基づいて給水栓が制御
中であることを示す情報を夫々の給水栓の情報表示装置
に出力する手段である。
Example 8. Embodiment 8 of the present invention will be described below with reference to the drawings. FIG. 20 is a block diagram showing the configuration of the water supply and distribution facility device according to the eighth embodiment. 20, parts that are the same as or correspond to those in FIGS. 4, 6, 15, and 18 are given the same reference numerals and description thereof is omitted. The building management system 26 of the water supply and distribution facility device of this embodiment is the same as that of the second embodiment.
Alternatively, the accumulated water determination means 49 of the third embodiment, the water faucet control means 51, the forgetting to close determination means 65 of the sixth embodiment, the saving coefficient reception means 71 of the seventh embodiment, and the information transmission means (notification information transmission means) 83 are provided. I have it. Reference numeral 81 is an information display device (notification information notifying means) indicating that the water faucet 8A arranged near the water supply equipment 9A is under control, and 82 is water supply arranged near the water supply equipment 9B. It is an information display device showing that the stopper 8B is under control. Information transmission means 8
3 indicates that the faucet is under control based on control information from the accumulated water determination means 49, the faucet control means 51, the forgetting to close determination means 65, and the saving coefficient receiving means 71 and information indicating the position of the faucet. Is output to the information display device of each water tap.

【0091】次に動作について説明する。滞留水判定手
段49は滞留水が存在すると判定したときにその制御情
報を情報送信手段83に送り、また閉め忘れ判定手段6
5は閉め忘れが生じていると判定したときにはその制御
情報を情報送信手段83に送り、また節約係数受信手段
71は節約係数を受信したときにその受信した節約係数
を情報送信手段83に送る。また給水栓制御手段51
は、制御する給水栓の位置を示す情報を情報送信手段8
3に送る。情報送信手段83は、これら制御情報や給水
栓の位置を示す情報に基づいて給水栓が死水を排出中で
あるか、赤水を排出中であるか、閉め忘れにより給水栓
を閉じている状態であるなどの給水栓の制御中であるこ
とを示す情報を夫々の給水栓の情報表示装置に出力す
る。そして、夫々の給水栓の情報表示装置81,82
は、給水栓制御手段51から送られてくる制御中の給水
栓の位置を示す情報を受信している期間中、夫々の給水
栓が死水排出中あるいは赤水排出中あるいは閉め忘れに
より閉鎖中であるなどの給水栓の状態を表示する。
Next, the operation will be described. When the accumulated water determination means 49 determines that there is accumulated water, the accumulated water determination means 49 sends the control information to the information transmission means 83, and also forgets to close it 6
When No. 5 determines that the forgetting to close has occurred, the control information is sent to the information transmitting means 83, and when the saving coefficient is received, the saving coefficient receiving means 71 sends the received saving coefficient to the information transmitting means 83. Further, the water tap control means 51
Is the information transmitting means 8 that transmits information indicating the position of the water faucet to be controlled.
Send to 3. The information transmitting means 83 determines whether the water tap is discharging dead water, red water, or forgetting to close the water tap based on the control information and the information indicating the position of the water tap. Information indicating that the faucet is under control is output to the information display device of each faucet. Then, the information display devices 81 and 82 of the respective faucets
Is receiving the information indicating the position of the controlled hydrant sent from the hydrant control means 51, the respective hydrants are discharging dead water, discharging red water, or closing due to forgetting to close. Display the status of the hydrant.

【0092】図21は、情報表示装置81,82,83
において表示されている情報を示す説明図であり、給水
栓8Aでは死水を排出中であるので情報表示装置81に
おいて「死水排出中です。しばらくお待ち下さい。」の
内容を表示する。また、給水栓8Bでは赤水を排出中で
あるので情報表示装置82において「赤水排出中です。
しばらくお待ち下さい。」の内容を表示する。また、給
水栓8Cでは閉め忘れによる水の垂れ流しを防止するた
めの給水栓閉鎖中であることから情報表示装置83にお
いて「栓の閉め忘れを感知、栓を閉じます。」の内容を
表示する。
FIG. 21 shows information display devices 81, 82, 83.
It is an explanatory view showing the information displayed in, and since the dead water is being discharged from the water tap 8A, the content of "dead water is being discharged. Please wait for a while." Is displayed on the information display device 81. Further, since red water is being discharged from the water tap 8B, the information display device 82 displays "Red water is being discharged.
Please wait for a little while. Display the contents of. Further, since the water tap 8C is closing the water tap to prevent water from running off due to forgetting to close it, the information display device 83 displays the content of "Forgot to close the plug, close the plug."

【0093】このように本実施例の給配水設備装置で
は、給水栓の近傍に配置された情報表示装置により給水
栓の制御内容や制御理由などの給水栓の状態を表示し、
利用者に報知することが可能であることから、利用者が
排出中の水を誤って飲用水としたり、給水栓が故障であ
ると誤判断したりすることが防止できる。
As described above, in the water supply and distribution facility device of this embodiment, the information display device arranged in the vicinity of the water faucet displays the condition of the water faucet such as the control content and the control reason of the water faucet.
Since it is possible to notify the user, it is possible to prevent the user from mistakenly determining the water being discharged as drinking water or erroneously determining that the water tap is defective.

【0094】なお、以上説明した実施例では、給水栓の
近傍に配置された情報表示装置により給水栓の制御内容
や制御理由を表示し利用者に報知するように構成した
が、ブザーあるいはスピーカから出力される音声などに
より給水栓の制御内容や制御理由を利用者に報知するよ
うように構成してもよい。
In the embodiment described above, the information display device arranged in the vicinity of the water tap is used to display the control content and the control reason of the water tap to inform the user, but the buzzer or speaker is used. It may be configured to notify the user of the control content and the control reason of the water faucet by the output voice or the like.

【0095】[0095]

【発明の効果】以上のように、請求項1の発明によれば
給水量を変動させる変動要因を入力とし、前記給水量を
出力として、前記変動要因と前記給水量との関係をニュ
ーラルネットワークにより学習させ、現時点以降の給水
の需要量を予測する需要量予測手段と、現在の貯水量と
前記需要量予測手段により予測した給水の需要量予測値
に基づいて貯水槽内の水量を制御する貯水槽制御手段と
を備えるように構成したので、予測した給水の需要量を
基に貯水量を最適化し、滞留水をなくすことのできる給
配水設備装置が得られる効果がある。
As described above, according to the first aspect of the present invention, the variation factor for varying the water supply amount is input, the water supply amount is output, and the relationship between the variation factor and the water supply amount is determined by the neural network. A demand amount prediction means for learning and predicting the demand amount of water supply after the present point, and a water storage amount for controlling the water amount in the water tank based on the current water storage amount and the water supply demand amount prediction value predicted by the demand amount prediction means. Since it is configured to include the tank control means, it is possible to obtain a water supply / distribution facility device capable of optimizing the stored water amount based on the predicted demand amount of the water supply and eliminating stagnant water.

【0096】請求項2の発明によれば、量水器により計
測した貯水槽への水の流入量と単位時間毎の貯水量とか
ら前記貯水槽から流出した単位時間毎の水量を算出する
流出水量算出手段と、ある時刻の貯水量がその時刻から
所定の時間内の流出水量より多いときに前記貯水槽内に
滞留水が存在すると判定する滞留水判定手段と、該滞留
水判定手段の判定結果を基に前記貯水槽内の滞留水を排
出する貯水槽制御手段とを備えるように構成したので、
滞留水が給水されるのを防止できる給配水設備装置が得
られる効果がある。
According to the second aspect of the invention, the outflow for calculating the amount of water discharged from the water tank per unit time from the amount of water flowing into the water tank measured by the water meter and the amount of water stored per unit time Water amount calculation means, accumulated water determination means for determining that accumulated water is present in the water storage tank when the amount of stored water at a certain time is greater than the amount of outflow water within a predetermined time from that time, and determination by the accumulated water determination means Since it is configured to include a water tank control means for discharging the accumulated water in the water tank based on the result,
There is an effect that a water supply and distribution facility device that can prevent accumulated water from being supplied can be obtained.

【0097】請求項3の発明によれば、給水栓の給水量
を計測する給水量計測手段と、配管に関してのデータを
記憶する配管データ記憶手段と、所定の時間内で給水量
計測手段により計測した給水栓からの給水量が所定の水
量に達しないときに、前記配管データを基に滞留水の発
生する位置および滞留水の発生量を決定する滞留水判定
手段と、該滞留水判定手段で決定した結果に応じて滞留
水を排出する給水栓を特定しその給水栓を開く時間や弁
開度などの制御量を算出する給水栓制御量算出手段と、
前記制御量を基に前記特定した給水栓を制御し滞留水を
排水する給水栓制御手段とを備えるように構成したの
で、的確な水量の滞留水を給水栓から排水することで無
駄な排水が行われることを防止し、安全な水を供給でき
る給配水設備装置が得られる効果がある。
According to the third aspect of the invention, the water supply amount measuring means for measuring the water supply amount of the water faucet, the pipe data storing means for storing the data regarding the pipe, and the water supply amount measuring means within a predetermined time When the amount of water supplied from the water tap does not reach a predetermined amount of water, the accumulated water determination means determines the position and amount of accumulated water generated based on the pipe data, and the accumulated water determination means A water faucet control amount calculation means for specifying a water faucet that discharges accumulated water according to the determined result and calculating a control amount such as a time for opening the water faucet and a valve opening degree,
Since it is configured to include a water faucet control unit that controls the specified water faucet based on the control amount and drains accumulated water, waste water is drained by discharging an accurate amount of accumulated water from the water faucet. There is an effect that it is possible to obtain a water supply and distribution facility device that can prevent the operation and supply safe water.

【0098】請求項4の発明によれば、給水栓制御手段
により排水した滞留水についての使用料金を、給水を受
けている者が分担する費用として前記給水を受けている
者に課金する課金管理手段を備えるように構成したの
で、排水した滞留水の使用料金について給水を受ける利
用者に課金することのできる給配水設備装置が得られる
効果がある。
According to the fourth aspect of the invention, the charge management for charging the usage fee for the accumulated water discharged by the water faucet control means to the person who receives the water supply as an expense shared by the person who receives the water supply. Since it is configured to include the means, there is an effect that a water supply and distribution facility device can be obtained that can charge the user who receives water supply for the usage fee of the drained accumulated water.

【0099】請求項5の発明によれば、給水栓制御手段
により排水した滞留水についての使用料金を、給水を受
けている者が分担する費用として前記給水を受けている
者に等分して課金する課金管理手段を備えるように構成
したので、給水を受ける利用者に見掛け上、公平な課金
を行うことのできる給配水設備装置が得られる効果があ
る。
According to the fifth aspect of the present invention, the usage fee for the accumulated water drained by the water faucet control means is equally divided into those who receive the water supply as expenses shared by the person who receives the water supply. Since the billing management means for billing is provided, there is an effect that a water supply / distribution facility device capable of performing fair billing apparently to users who receive water can be obtained.

【0100】請求項6の発明によれば、給水栓制御手段
により排水した滞留水についての使用料金を、給水を受
けている者の内で所定の時間内で所定の給水量以下の給
水栓使用者に課金する課金管理手段を備えるように構成
したので、排水した滞留水についての使用料金を滞留水
発生の原因を招来した給水利用者に負担させ、排出した
滞留水についての使用料金を実質的に公平に利用者に負
担させることのできる給配水設備装置が得られる効果が
ある。
According to the sixth aspect of the present invention, the usage fee for the accumulated water drained by the water faucet control means is used within a predetermined time within a predetermined period of time among the persons receiving the water supply. Since it is configured to have a charging management means for charging the user, the usage fee for drained accumulated water is borne by the water supply user who caused the generation of accumulated water, and the usage fee for discharged accumulated water is substantially reduced. Therefore, there is an effect that a water supply and distribution facility device can be obtained which can be fairly paid to users.

【0101】請求項7の発明によれば、給水栓の給水量
を計測する給水量計測手段と、該給水量計測手段により
計測した給水量を基に求められた前記給水栓の単位時間
毎の給水量が所定の水量を越え、あるいは前記所定の水
量に達した給水栓を特定する給水栓特定手段と、該給水
栓特定手段により特定された給水栓を閉じる給水栓制御
手段とを備えるように構成したので、給水栓の締め忘れ
を自動判定し防止できる給配水設備装置が得られる効果
がある。
According to the invention of claim 7, the water supply amount measuring means for measuring the water supply amount of the water faucet, and the water supply amount for each unit time of the water faucet obtained on the basis of the water supply amount measured by the water supply amount measuring means. A water faucet specifying unit for specifying a water faucet whose water supply amount exceeds a predetermined water amount or has reached the predetermined water amount, and a water faucet control unit for closing the water faucet specified by the water faucet specifying unit are provided. Since it is configured, there is an effect that a water supply and distribution facility device can be obtained which can automatically determine and prevent forgetting to tighten the water tap.

【0102】請求項8の発明によれば、水道本管を介し
て給水を行う給水元に設けられ給水を制限するための給
水制限情報を送信する給水制限情報送信手段と、該給水
制限情報送信手段から送信された給水制限情報を受信す
る給水制限情報受信手段と、前記受信した給水制限情報
を基に給水栓の開閉度を算出する給水栓制御量算出手段
と、前記算出した前記給水栓の開閉度を基に前記給水栓
を制御する給水栓制御手段とを備えるように構成したの
で、給水栓における弁開度を送られてくる給水制限情報
を基に調整することで、水利用者の意志によることなく
節水を行う給配水設備装置が得られる効果がある。
According to the invention of claim 8, a water supply restriction information transmitting means for transmitting water supply restriction information for restricting water supply, which is provided at a water supply source for supplying water through the water main, and the water supply restriction information transmission. Water supply restriction information receiving means for receiving the water supply restriction information transmitted from the means, water faucet control amount calculation means for calculating the opening / closing degree of the water faucet based on the received water supply restriction information, and the calculated water supply tap Since the water faucet control means for controlling the water faucet based on the opening / closing degree is provided, by adjusting the valve opening degree of the water faucet based on the water supply restriction information sent, the water user's There is an effect that a water supply and distribution facility device that saves water regardless of the will can be obtained.

【0103】請求項9の発明によれば、給水栓が制御中
であることを告知する告知情報を送信する告知情報送信
手段と、前記給水栓を有した給水設備近傍に配置され前
記告知情報送信手段により送られてきた告知情報を受信
し、前記給水栓の利用者に報知する告知情報報知手段と
を備えるように構成したので、給水栓の制御されている
状態などについての情報を前記給水栓の利用者に報知す
ることのできる給配水設備装置が得られる効果がある。
According to the invention of claim 9, the notification information transmitting means for transmitting the notification information for notifying that the water faucet is under control, and the notification information transmission arranged near the water supply facility having the water faucet. The notification information sent by the means is received, and the notification information notifying means for notifying the user of the water faucet is provided, so that the information about the controlled state of the water faucet is provided. There is an effect that a water supply and distribution facility device that can inform the user of the above can be obtained.

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

【図1】 この発明の実施例1による給配水設備装置の
構成を示すブロック図である。
FIG. 1 is a block diagram showing a configuration of a water supply and distribution facility device according to a first embodiment of the present invention.

【図2】 この発明の実施例1による給配水設備装置に
用いられるニューラルネットワークの構成を示す説明図
である。
FIG. 2 is an explanatory diagram showing a configuration of a neural network used in the water supply and distribution facility device according to the first embodiment of the present invention.

【図3】 この発明の実施例1による給配水設備装置の
貯水槽制御手段による貯水量の制御状態を示す説明図で
ある。
FIG. 3 is an explanatory diagram showing a control state of a stored water amount by the water storage tank control means of the water supply and distribution facility device according to the first embodiment of the present invention.

【図4】 この発明の実施例2による給配水設備装置の
構成を示すブロック図である。
FIG. 4 is a block diagram showing a configuration of a water supply and distribution facility device according to a second embodiment of the present invention.

【図5】 この発明の実施例2による給配水設備装置の
滞留水判定手段の動作を説明するための時刻毎の高置水
槽への流入量と流出量と貯水量を示す説明図である。
FIG. 5 is an explanatory diagram showing an inflow amount, an outflow amount, and a water storage amount into a high water tank at each time, for explaining the operation of the accumulated water determination means of the water supply and distribution facility device according to the second embodiment of the present invention.

【図6】 この発明の実施例3による給配水設備装置の
構成を示すブロック図である。
FIG. 6 is a block diagram showing a configuration of a water supply and distribution facility device according to a third embodiment of the present invention.

【図7】 この発明の実施例3による給配水設備装置に
おいてビル内の配管を各区分に分割したときの説明図で
ある。
FIG. 7 is an explanatory diagram when piping in a building is divided into sections in a water supply and distribution facility device according to a third embodiment of the present invention.

【図8】 この発明の実施例3による給配水設備装置に
おける各給水栓の使用状況を示す説明図である。
FIG. 8 is an explanatory diagram showing the usage status of each water tap in the water supply and distribution facility device according to Embodiment 3 of the present invention.

【図9】 この発明の実施例3による給配水設備装置に
おける配管データを示す説明図である。
FIG. 9 is an explanatory diagram showing piping data in a water supply and distribution facility device according to a third embodiment of the present invention.

【図10】 この発明の実施例3による給配水設備装置
における各給水栓の開閉度と単位時間当りの流出量との
関係を示す説明図である。
FIG. 10 is an explanatory diagram showing the relationship between the opening / closing degree of each water tap and the outflow rate per unit time in the water supply / distribution facility apparatus according to the third embodiment of the present invention.

【図11】 この発明の実施例4による給配水設備装置
において各配管に対応し配管データ記憶手段に記憶され
た劣化度のレベルを示すデータを含む配管データの説明
図である。
FIG. 11 is an explanatory diagram of piping data including data indicating the level of deterioration stored in the piping data storage means corresponding to each piping in the water supply and distribution facility device according to the fourth embodiment of the present invention.

【図12】 この発明の実施例4による給配水設備装置
における配管データ記憶手段に記憶された劣化度のレベ
ルに対応して許容される給水の未使用時間を示す説明図
である。
FIG. 12 is an explanatory diagram showing an unused time period of the water supply that is allowed corresponding to the deterioration level stored in the pipe data storage means in the water supply and distribution facility device according to the fourth embodiment of the present invention.

【図13】 この発明の実施例5による給配水設備装置
の構成を示すブロック図である。
FIG. 13 is a block diagram showing a configuration of a water supply and distribution facility device according to a fifth embodiment of the present invention.

【図14】 この発明の実施例5による給配水設備装置
における課金水量の状況を示す説明図である。
FIG. 14 is an explanatory diagram showing the status of the amount of billed water in the water supply and distribution facility device according to the fifth embodiment of the present invention.

【図15】 この発明の実施例6による給配水設備装置
の構成を示すブロック図である。
FIG. 15 is a block diagram showing a configuration of a water supply and distribution facility device according to a sixth embodiment of the present invention.

【図16】 この発明の実施例6による給配水設備装置
における食堂用,浴槽用,洗面用,トイレ用などの用途
別の継続給水量の上限を示す説明図である。
FIG. 16 is an explanatory diagram showing the upper limit of the continuous water supply amount for each application such as for dining room, bathtub, washroom, and toilet in the water supply and distribution facility device according to Embodiment 6 of the present invention.

【図17】 この発明の実施例6による給配水設備装置
における洗面用に使用する給水設備の給水量の時間的な
変化を示す説明図である。
FIG. 17 is an explanatory diagram showing a temporal change in the water supply amount of the water supply facility used for washing in the water supply and distribution facility device according to the sixth embodiment of the present invention.

【図18】 この発明の実施例7による給配水設備装置
の構成を示すブロック図である。
FIG. 18 is a block diagram showing a configuration of a water supply and distribution facility device according to a seventh embodiment of the present invention.

【図19】 この発明の実施例7による給配水設備装置
における節約係数情報を受信したときの各給水栓の開閉
度と単位時間当りの流出量との関係を示す説明図であ
る。
FIG. 19 is an explanatory diagram showing the relationship between the opening / closing degree of each water tap and the outflow amount per unit time when receiving the saving coefficient information in the water supply and distribution facility device according to the seventh embodiment of the present invention.

【図20】 この発明の実施例8による給配水設備装置
の構成を示すブロック図である。
FIG. 20 is a block diagram showing a configuration of a water supply and distribution facility device according to an eighth embodiment of the present invention.

【図21】 この発明の実施例8による給配水設備装置
の情報表示装置において表示される情報を示す説明図で
ある。
FIG. 21 is an explanatory diagram showing information displayed on the information display device of the water supply and distribution facility device according to the eighth embodiment of the present invention.

【図22】 ビル内で水資源を各階に給配水する従来の
給配水設備装置の構成を示す配管系統図である。
FIG. 22 is a piping system diagram showing a configuration of a conventional water supply and distribution facility device for supplying and distributing water resources to each floor in a building.

【符号の説明】[Explanation of symbols]

1 水道本管、2 量水器、3 受水槽、6 高置水
槽、8A,8B 給水栓、21,22 貯水量計測手
段、27 給水量算出記憶手段、28 変動要因入力手
段、29 需要量予測手段、30 貯水槽制御手段、3
9 貯水量記憶手段、40 流出水量算出記憶手段(流
出水量算出手段,流出水量記憶手段)、41滞留水判定
手段、45A,45B 量水器(給水量計測手段)、4
7 給水量算出記憶手段(給水量記憶手段)、48 配
管データ記憶手段、49 滞留水判定手段、50 給水
栓制御量算出手段、51 給水栓制御手段、61 課金
管理手段、65 閉め忘れ判定手段(給水栓特定手
段)、71 節約係数受信手段(給水制限情報受信手
段)、73 節約係数送信手段(給水制限情報送信手
段)、81,82 情報表示装置(告知情報報知手
段)、83 情報送信手段(告知情報送信手段)。
1 water main, 2 water meter, 3 water receiving tank, 6 elevated water tank, 8A, 8B water faucet, 21 and 22 water storage measuring means, 27 water supply calculation storage means, 28 fluctuation factor input means, 29 demand forecast Means, 30 water tank control means, 3
9 stored water amount storage means, 40 outflow water amount calculation storage means (outflow water amount calculation means, outflow water amount storage means), 41 accumulated water determination means, 45A, 45B water meter (water supply amount measurement means), 4
7 water supply amount calculation storage means (water supply amount storage means), 48 piping data storage means, 49 stagnant water determination means, 50 water tap control amount calculation means, 51 water tap control means, 61 charging management means, 65 forgetting closing determination means ( Water tap specification means), 71 saving coefficient receiving means (water supply restriction information receiving means), 73 saving coefficient transmitting means (water supply restriction information transmitting means), 81, 82 information display device (notification information notifying means), 83 information transmitting means ( Notification information transmission means).

───────────────────────────────────────────────────── フロントページの続き (72)発明者 深沢 豊 東京都千代田区丸の内二丁目2番3号 三 菱電機株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yutaka Fukasawa 2-3-3 Marunouchi, Chiyoda-ku, Tokyo Sanryo Electric Co., Ltd.

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】 使用する水資源を貯水槽に蓄えて給水設
備の給水栓に配水し供給する給配水設備装置において、
前記貯水槽内の水量を計測する貯水量計測手段と、前記
貯水槽への水の流入量を計測する量水器と、前記量水器
で計測した前記貯水槽への水の流入量と貯水量とから単
位時間毎の給水量を算出し記憶する給水量算出記憶手段
と、給水量を変動させる変動要因を入力する変動要因入
力手段と、前記変動要因を入力とし前記給水量を出力と
してニューラルネットワークにより学習させ、現時点以
降の給水の需要量を予測する需要量予測手段と、現在の
貯水量と前記需要量予測手段により予測した需要量予測
値に基づいて前記貯水槽内の水量を制御する貯水槽制御
手段とを備えたことを特徴とする給配水設備装置。
1. A water supply and distribution facility apparatus for storing water resources to be used in a water tank and distributing and supplying the water to a faucet of a water supply facility,
A stored water amount measuring means for measuring the amount of water in the water storage tank, a water meter for measuring the inflow amount of water into the water storage tank, and a water inflow amount and water storage for the water storage tank measured by the water storage device. Water amount calculation storage means for calculating and storing the amount of water supply per unit time from the amount of water, variation factor input means for inputting a variation factor for varying the water supply amount, and a neural network using the variation factor as an input and the water supply amount as an output A demand quantity predicting means for predicting a demand quantity of water supply after the present time by a network, and a water quantity in the water storage tank are controlled based on a present water storage quantity and a demand quantity prediction value predicted by the demand quantity predicting means. A water supply and distribution facility device comprising: a water tank control means.
【請求項2】 使用する水資源を貯水槽に蓄えて給水設
備の給水栓に配水し供給する給配水設備装置において、
前記貯水槽内の水量を計測する貯水量計測手段と、該貯
水量計測手段による貯水槽内の水量の計測結果を基に求
めた単位時間毎の貯水量を記憶する貯水量記憶手段と、
前記貯水槽への水の流入量を計測する量水器と、該量水
器により計測した前記貯水槽への水の流入量と前記単位
時間毎の貯水量とから単位時間毎の前記貯水槽からの流
出水量を算出する流出水量算出手段と、該流出水量算出
手段により算出した流出水量を記憶する流出水量記憶手
段と、ある時刻の貯水量がその時刻から所定の時間内の
流出水量より多いときに前記貯水槽内に滞留水が存在す
ると判定する滞留水判定手段と、該滞留水判定手段の判
定結果を基に前記貯水槽内の滞留水を排出する貯水槽制
御手段とを備えたことを特徴とする給配水設備装置。
2. A water supply / distribution facility apparatus for storing water resources to be used in a water tank and distributing and supplying the water to a water faucet of a water supply facility,
A stored water amount measuring means for measuring the amount of water in the water storage tank, and a stored water amount storage means for storing the stored water amount per unit time obtained based on the measurement result of the water amount in the water storage tank by the stored water amount measuring means,
A water meter for measuring the amount of water flowing into the water tank, and the water tank for each unit time based on the amount of water flowing into the water tank measured by the water meter and the amount of water stored for each unit time Outflow water amount calculating means for calculating the outflow water amount from the water, the outflow water amount storage means for storing the outflow water amount calculated by the outflow water amount calculating means, and the stored water amount at a certain time is larger than the outflow water amount within a predetermined time from that time point. And a storage tank control means for discharging the accumulated water in the water storage tank based on the determination result of the accumulated water determination means. Water supply and distribution facility equipment.
【請求項3】 使用する水資源を貯水槽に蓄えて給水設
備の給水栓に配水し供給する給配水設備装置において、
前記給水栓の給水量を計測する給水量計測手段と、該給
水量計測手段により計測した給水量を基に求められた前
記給水栓の単位時間毎の給水量を記憶する給水量記憶手
段と、配管に関してのデータを記憶する配管データ記憶
手段と、前記給水量計測手段により計測した所定の時間
内の給水量が所定の水量に達しないときに前記配管デー
タ記憶手段に記憶した配管データを基に滞留水の発生す
る位置および滞留水の発生量を決定する滞留水判定手段
と、該滞留水判定手段で決定した結果に応じて滞留水を
排出する給水栓を特定しその給水栓を開く時間を算出す
る給水栓制御量算出手段と、該給水栓制御量算出手段に
より算出した制御量を基に前記特定した給水栓を制御
し、前記滞留水判定手段により決定した発生量の滞留水
を排水する給水栓制御手段とを備えたことを特徴とする
給配水設備装置。
3. A water supply and distribution facility device for storing water resources to be used in a water tank and distributing and supplying the water to a water faucet of a water supply facility,
Water supply amount measuring means for measuring the water supply amount of the water tap, water supply amount storage means for storing the water supply amount per unit time of the water tap obtained based on the water supply amount measured by the water supply amount measuring means, Based on the piping data stored in the piping data storage means when storing the data regarding the piping, when the water supply amount measured by the water supply amount measuring means within a predetermined time does not reach the predetermined water amount. The position of the accumulated water and the amount of accumulated water that determines the amount of accumulated water are determined, and the water tap that discharges the accumulated water is specified according to the result determined by the accumulated water judgment means, and the time to open the water tap is determined. The water faucet control amount calculating means for calculating, and controlling the specified water faucet based on the control amount calculated by the water faucet control amount calculating means, drain the accumulated water of the generated amount determined by the accumulated water determination means Water tap system Feeding water distribution facility equipment being characterized in that a means.
【請求項4】 前記給水栓制御手段により排水した滞留
水についての使用料金を、給水を受けている者が分担す
る費用として前記給水を受けている者に課金する課金管
理手段を備えていることを特徴とする請求項3記載の給
配水設備装置。
4. A charging management means for charging a usage fee for accumulated water drained by the water faucet control means to a person receiving the water supply as an expense shared by the person receiving the water supply. The water supply / distribution facility device according to claim 3.
【請求項5】 前記給水栓制御手段により排水した滞留
水についての使用料金を、給水を受けている者が分担す
る費用として前記給水を受けている者に等分して課金す
る課金管理手段を備えていることを特徴とする請求項3
記載の給配水設備装置。
5. A charging management means for charging a usage fee for accumulated water drained by the water faucet control means equally to the person receiving the water as a charge shared by the person receiving the water. It is provided, The said 3 characterized by the above-mentioned.
Water supply and distribution equipment described.
【請求項6】 前記給水栓制御手段により排水した滞留
水についての使用料金を、給水を受けている者の内で所
定の時間内で所定の給水量以下の給水栓使用者に課金す
る課金管理手段を備えていることを特徴とする請求項3
記載の給配水設備装置。
6. A charge management for charging a usage fee for accumulated water drained by the water faucet control means to a water faucet user who is within a predetermined amount of water within a predetermined time within a person receiving the water supply. 4. Means comprising means.
Water supply and distribution equipment described.
【請求項7】 使用する水資源を貯水槽に蓄えて給水設
備の給水栓に配水し供給する給配水設備装置において、
前記給水栓の給水量を計測する給水量計測手段と、該給
水量計測手段により計測した給水量を基に求められた前
記給水栓の単位時間毎の給水量を記憶する給水量記憶手
段と、前記単位時間毎の給水量が所定の水量を越え、あ
るいは前記所定の水量に達した給水栓を特定する給水栓
特定手段と、該給水栓特定手段により特定された給水栓
を閉じる給水栓制御手段とを備えていることを特徴とす
る給配水設備装置。
7. A water supply and distribution facility device for storing water resources to be used in a water tank and distributing and supplying the water to a water faucet of a water supply facility,
Water supply amount measuring means for measuring the water supply amount of the water tap, water supply amount storage means for storing the water supply amount per unit time of the water tap obtained based on the water supply amount measured by the water supply amount measuring means, A water faucet specifying unit that specifies a water faucet in which the water supply amount per unit time exceeds a predetermined water amount or has reached the predetermined water amount, and a water faucet control unit that closes the water faucet specified by the water faucet specifying unit And a water supply and distribution facility device.
【請求項8】 使用する水資源を貯水槽に蓄えて給水設
備の給水栓に配水し供給する給配水設備装置において、
水道本管を介して給水を行う給水元に設けられ給水を制
限するための給水制限情報を送信する給水制限情報送信
手段と、該給水制限情報送信手段から送信された給水制
限情報を受信する給水制限情報受信手段と、該給水制限
情報受信手段により受信した給水制限情報を基に給水栓
の開閉度を算出する給水栓制御量算出手段と、該給水栓
制御量算出手段により算出した前記給水栓の開閉度を基
に前記給水栓を制御する給水栓制御手段とを備えたこと
を特徴とする給配水設備装置。
8. A water supply and distribution facility apparatus for storing water resources to be used in a water tank and distributing and supplying the water to a water faucet of a water supply facility,
Water supply restriction information transmitting means for transmitting water supply restriction information for restricting water supply, which is provided at a water supply source for supplying water through the water main, and water supply for receiving water supply restriction information transmitted from the water supply restriction information transmitting means Restriction information receiving means, a water faucet control amount calculation means for calculating the opening / closing degree of the water faucet based on the water supply restriction information received by the water supply restriction information receiving means, and the water faucet calculated by the water faucet control amount calculation means And a water faucet control means for controlling the water faucet based on the opening / closing degree of the water supply / distribution facility apparatus.
【請求項9】 給水栓が制御中であることを告知する告
知情報を送信する告知情報送信手段と、前記給水栓を有
した給水設備近傍に配置され前記告知情報送信手段によ
り送られてきた告知情報を受信し前記給水栓の利用者に
報知する告知情報報知手段とを備えたことを特徴とする
請求項3から請求項8いずれか1項記載の給配水設備装
置。
9. A notification information transmitting means for transmitting notification information notifying that the water faucet is under control, and a notification transmitted by the notification information transmitting means arranged near a water supply facility having the water faucet. 9. The water supply and distribution facility device according to claim 3, further comprising notification information notifying means for receiving information and notifying a user of the water tap.
JP25363694A 1994-10-19 1994-10-19 Supply/distribution water equipment device Pending JPH08120712A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25363694A JPH08120712A (en) 1994-10-19 1994-10-19 Supply/distribution water equipment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25363694A JPH08120712A (en) 1994-10-19 1994-10-19 Supply/distribution water equipment device

Publications (1)

Publication Number Publication Date
JPH08120712A true JPH08120712A (en) 1996-05-14

Family

ID=17254100

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25363694A Pending JPH08120712A (en) 1994-10-19 1994-10-19 Supply/distribution water equipment device

Country Status (1)

Country Link
JP (1) JPH08120712A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002277296A (en) * 2001-03-15 2002-09-25 Matsushita Electric Ind Co Ltd Flow rate measuring apparatus
JP2004308962A (en) * 2003-04-03 2004-11-04 Daikin Ind Ltd Equipment control system, equipment control device, and equipment control method
JP2012211483A (en) * 2011-03-31 2012-11-01 Sinfonia Technology Co Ltd Water-demand prediction system
JP2013060759A (en) * 2011-09-14 2013-04-04 Toshiba Corp Monitoring control system
US9464412B2 (en) 2011-06-14 2016-10-11 Kabushiki Kaisha Toshiba Water demand optimization system, control system and program
CN113647825A (en) * 2021-08-27 2021-11-16 上海互问信息科技有限公司 Water dispenser water outlet automatic control method based on neural network

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002277296A (en) * 2001-03-15 2002-09-25 Matsushita Electric Ind Co Ltd Flow rate measuring apparatus
JP2004308962A (en) * 2003-04-03 2004-11-04 Daikin Ind Ltd Equipment control system, equipment control device, and equipment control method
JP2012211483A (en) * 2011-03-31 2012-11-01 Sinfonia Technology Co Ltd Water-demand prediction system
US9464412B2 (en) 2011-06-14 2016-10-11 Kabushiki Kaisha Toshiba Water demand optimization system, control system and program
JP2013060759A (en) * 2011-09-14 2013-04-04 Toshiba Corp Monitoring control system
CN113647825A (en) * 2021-08-27 2021-11-16 上海互问信息科技有限公司 Water dispenser water outlet automatic control method based on neural network

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