JP4962366B2 - Water treatment supply system - Google Patents

Water treatment supply system Download PDF

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JP4962366B2
JP4962366B2 JP2008066975A JP2008066975A JP4962366B2 JP 4962366 B2 JP4962366 B2 JP 4962366B2 JP 2008066975 A JP2008066975 A JP 2008066975A JP 2008066975 A JP2008066975 A JP 2008066975A JP 4962366 B2 JP4962366 B2 JP 4962366B2
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water
water supply
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water level
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JP2009221733A (en
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裕介 浜田
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Miura Co Ltd
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Description

本発明は、原水に対して水処理を施して水使用機器の給水タンクへ給水を行う水処理供給システムに関する。   The present invention relates to a water treatment and supply system that performs water treatment on raw water and supplies water to a water supply tank of a water-using device.

例えば、蒸気ボイラ、温水ボイラ及びクーリングタワー等の熱機器や、半導体製造で用いられる部品洗浄装置及び医療現場で用いられる医療器具洗浄装置等の洗浄装置など、大量の水を使用する水使用機器が従来から提供されている。   For example, water-using equipment that uses a large amount of water, such as thermal equipment such as steam boilers, hot water boilers and cooling towers, cleaning equipment such as parts cleaning equipment used in semiconductor manufacturing and medical equipment cleaning equipment used in the medical field, has been conventionally used. Provided by.

これらの水使用機器においては、工業用水や水道水、井戸水等の原水をそのまま使用すると、不純物の付着、スケールの発生、腐食の発生などによって、所定の性能が得られないだけでなく、機器自体が故障したりするおそれもある。このため、従来は、活性炭ろ過装置、軟水装置、膜ろ過装置及び脱気装置等の水処理装置によって原水を処理し、処理後の水を水使用機器の給水タンクに供給するように構成されている。   In these water-using devices, if raw water such as industrial water, tap water, and well water is used as it is, not only the prescribed performance cannot be obtained due to adhesion of impurities, generation of scale, occurrence of corrosion, etc., but the device itself May break down. For this reason, conventionally, raw water is treated by a water treatment device such as an activated carbon filtration device, a soft water device, a membrane filtration device, and a deaeration device, and the treated water is supplied to a water supply tank of a water-using device. Yes.

例えば、下記特許文献1には、ボイラの給水タンクに給水を行う給水システムであって、水処理装置として、軟水器及び脱気装置を備えるシステムが開示されている。
特開平6−73763号公報
For example, the following Patent Document 1 discloses a water supply system that supplies water to a water supply tank of a boiler, and includes a system including a water softener and a deaeration device as a water treatment device.
JP-A-6-73763

特許文献1の給水システムでは、停電等の不測の事態が発生して給水弁が開かなくなった場合であっても、給水タンクへの水の補給を確保し、給水タンク内の水が空にならないように、給水弁の上流側と給水タンクとの間にパイパスラインを設ける構成が開示されている。   In the water supply system of Patent Document 1, even if an unexpected situation such as a power failure occurs and the water supply valve cannot be opened, water supply to the water supply tank is ensured and the water in the water supply tank does not become empty. Thus, the structure which provides a bypass line between the upstream of a water supply valve and a water supply tank is disclosed.

しかし、上記特許文献1において、軟水器が詰まって下流に水が供給されなくなった場合には、給水タンクに水を供給するこができない。給水タンク内が空になってしまうと、ボイラが低水位を検知して停止してしまい、ボイラが供給する蒸気を使用する設備、機器等も停止せざるを得ず、特に24時間操業を行っている工場などでは、多大な損害を被ってしまう。   However, in Patent Document 1, when the water softener is clogged and water is no longer supplied downstream, water cannot be supplied to the water supply tank. If the inside of the water supply tank becomes empty, the boiler will stop when it detects a low water level, and the equipment and equipment that use the steam supplied by the boiler will have to be stopped, especially for 24 hours. In factories where they are located, they suffer a lot of damage.

本発明は、上記課題を解決するためになされたものであり、水処理装置により処理した水を給水タンクに供給する水処理供給システムにおいて、水処理装置が詰まったりして下流に水を供給できなくなっても、水使用機器の給水タンクを空にすることなく給水することが可能な水処理供給システムを提供することを目的とする。   The present invention has been made to solve the above problems, and in a water treatment supply system for supplying water treated by a water treatment device to a water supply tank, the water treatment device is clogged and water can be supplied downstream. It is an object of the present invention to provide a water treatment and supply system that can supply water without emptying a water supply tank of a water-using device even if it disappears.

上記課題を解決するために、本発明に係る水処理供給システムは、原水に対して水処理を施してから水使用機器の給水タンクへ供給する水処理供給システムにおいて、給水ラインと、前記給水ライン上に設置された第1水処理装置と、前記第1水処理装置よりも上流側において前記給水ライン上に設置された第2水処理装置と、前記第1水処理装置と前記第2水処理装置との間において、前記給水ラインと前記給水タンクとを接続する第1バイパスラインと、前記第2水処理装置の上流側において、前記給水ラインと前記給水タンクとを接続する第2バイパスラインと、前記給水タンク内の水位を測定する水位センサと、前記水位センサの出力により、前記給水タンク内の水位が通常給水開始水位よりも低い位置に設定されたバイパス給水開始水位まで下がると、前記第1バイパスライン又は前記第2バイパスラインを開いて、前記給水タンクへバイパス給水を開始する制御手段と、
を備えることを特徴とする。
In order to solve the above-described problems, a water treatment supply system according to the present invention is a water treatment supply system that supplies raw water to a water supply tank of a water-using device after performing water treatment on the raw water. A first water treatment device installed above, a second water treatment device installed on the water supply line upstream of the first water treatment device, the first water treatment device and the second water treatment A first bypass line connecting the water supply line and the water supply tank to a device; and a second bypass line connecting the water supply line and the water supply tank upstream of the second water treatment device; A water level sensor for measuring the water level in the water supply tank, and a bypass water supply opening in which the water level in the water tank is set to a position lower than the normal water supply start water level by the output of the water level sensor. When down to the water level, and a control means for opening the first bypass line or the second bypass line, to initiate a bypass water supply to the water supply tank,
It is characterized by providing.

また、本発明に係る水処理供給方法は、給水ライン上に設置された複数の水処理装置により原水を水処理してから水使用機器の給水タンクへ供給する水処理供給方法において、前記給水タンク内の水位が所定の第1バイパス給水開始水位まで下がると、前記給水ライン上で最も前記給水タンクに近い位置の第1水処理装置を迂回する第1バイパスラインを介して前記給水タンクに給水すべく、前記第1バイパスラインを開く第1バイパス給水工程と、前記給水タンク内の水位が前記第1バイパス給水開始水位よりも低い位置に設定された第2バイパス給水開始水位まで下がると、前記給水ライン上で2番目に前記給水タンクに近い第2水処理装置及び前記第1水処理装置の双方を迂回する第2バイパスラインを介して前記給水タンクに給水すべく、前記第2バイパスラインを開く第2バイパス給水工程と、前記第1バイパス給水工程又は前記第2バイパス給水工程により、前記給水タンク内の水位が前記通常給水開始水位よりも低い位置に設定され、かつ前記第1バイパス給水開始水位よりも高い位置に設定されたバイパス給水停止水位まで戻ると、前記第1バイパスライン及び前記第2バイパスラインを閉じてバイパス給水を停止するバイパス給水停止工程と、を備えることを特徴とする。   The water treatment supply method according to the present invention is the water treatment supply method in which raw water is treated with water by a plurality of water treatment devices installed on a water supply line and then supplied to a water supply tank of a water-using device. When the water level in the water drops to a predetermined first bypass water supply start water level, water is supplied to the water supply tank via a first bypass line that bypasses the first water treatment device closest to the water supply tank on the water supply line. Therefore, when the first bypass water supply step of opening the first bypass line and the water level in the water supply tank is lowered to a second bypass water supply start water level set at a position lower than the first bypass water supply start water level, the water supply Water is supplied to the water supply tank through a second bypass line that bypasses both the second water treatment device and the first water treatment device that are second closest to the water supply tank on the line. In addition, the water level in the water supply tank is set to a position lower than the normal water supply start water level by the second bypass water supply step of opening the second bypass line and the first bypass water supply step or the second bypass water supply step. And when returning to the bypass water supply stop water level set at a position higher than the first bypass water supply start water level, the bypass water supply stop step of closing the first bypass line and the second bypass line and stopping the bypass water supply, It is characterized by providing.

本発明に係る水処理供給システムによれば、水処理装置が詰まったりして下流に水を供給できなくなっても、水使用機器の給水タンクを空にすることなく給水することが可能である。   According to the water treatment and supply system of the present invention, water can be supplied without emptying the water supply tank of the water-using device even if the water treatment device is clogged and water cannot be supplied downstream.

以下、図面を参照しながら、本発明の実施形態について詳細に説明する。図1は、本実施形態に係る水処理供給システムを概略的に示すシステムフロー図である。同図に示すように、本実施形態に係る水処理供給システム10は、給水ライン4と、給水ライン4上に設置された脱気装置11及び軟水装置12と、給水タンク5内の水位を測定する水位センサ15と、第1バイパスライン16と、第2バイパスライン17と、開閉弁20,21と、制御回路25と、を備えている。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a system flow diagram schematically illustrating a water treatment supply system according to the present embodiment. As shown in the figure, the water treatment and supply system 10 according to the present embodiment measures the water level in the water supply line 4, the deaeration device 11 and soft water device 12 installed on the water supply line 4, and the water supply tank 5. A water level sensor 15, a first bypass line 16, a second bypass line 17, on-off valves 20 and 21, and a control circuit 25.

水処理供給システム10は、工業用水や水道水、井戸水等の原水3に水処理を施した処理水を、給水ライン4を介してボイラ等の水使用機器の給水タンク5へと供給するシステムである。   The water treatment supply system 10 is a system that supplies treated water obtained by performing water treatment on raw water 3 such as industrial water, tap water, and well water to a water supply tank 5 of a water-using device such as a boiler via a water supply line 4. is there.

本実施形態では、原水に水処理を施す水処理装置として、脱気装置(第1水処理装置)11と、軟水装置(第2水処理装置)12が設置されている。軟水装置12は、イオン交換樹脂に原水を通すことで硬度成分を取り除いて軟水化する装置であり、脱気装置11は、気体分離膜を用いて原水中の溶存酸素を低減させて脱気する装置である。なお、脱気装置11内に設置されている開閉弁22は、給水ライン4を介した通常の給水タンク5への給水の開始・停止を制御するための弁である。   In this embodiment, a deaeration device (first water treatment device) 11 and a soft water device (second water treatment device) 12 are installed as water treatment devices that perform raw water treatment. The soft water device 12 is a device that removes hardness components by passing raw water through an ion exchange resin to soften the water, and the degassing device 11 degassed by reducing dissolved oxygen in the raw water using a gas separation membrane. Device. The on-off valve 22 installed in the deaeration device 11 is a valve for controlling the start / stop of water supply to the normal water supply tank 5 via the water supply line 4.

水位センサ15は、半導体圧力センサであり、給水タンク5の下部壁面に取り付けられる。もちろん、水位センサ15として他のセンサを使用しても良く、例えば、長さの異なる複数の電極棒により、所定の水位を検出するようにしても良い。   The water level sensor 15 is a semiconductor pressure sensor and is attached to the lower wall surface of the water supply tank 5. Of course, another sensor may be used as the water level sensor 15, and for example, a predetermined water level may be detected by a plurality of electrode bars having different lengths.

第1バイパスライン16は、第1水処理装置である脱気装置11と第2水処理装置である軟水装置12との間において、給水ライン4と給水タンク5とを直接接続するラインであり、その途中に設置された開閉弁20により、第1バイパスライン16を介したバイパス給水を行うか否かが制御される。第2バイパスライン17は、第2水処理装置である軟水装置12の上流側において、給水ライン4と給水タンク5とを直接接続するラインであり、その途中に設置されている開閉弁21により、第2バイパスライン17を介したバイパス給水を行うか否かが制御される。   The first bypass line 16 is a line that directly connects the water supply line 4 and the water tank 5 between the deaeration device 11 that is the first water treatment device and the soft water device 12 that is the second water treatment device, Whether the bypass water supply through the first bypass line 16 is performed or not is controlled by the on-off valve 20 installed in the middle. The second bypass line 17 is a line that directly connects the water supply line 4 and the water supply tank 5 on the upstream side of the water softening device 12 that is the second water treatment device, and an on-off valve 21 installed in the middle thereof, Whether or not to perform bypass water supply via the second bypass line 17 is controlled.

制御回路25は、水処理供給システム10全体を制御するための制御手段であり、図1に点線で示すように、脱気装置11、軟水装置12、水位センサ15、開閉弁20,21と通信可能に接続されている。   The control circuit 25 is a control means for controlling the entire water treatment supply system 10, and communicates with the deaeration device 11, the soft water device 12, the water level sensor 15, and the on-off valves 20 and 21 as indicated by a dotted line in FIG. Connected as possible.

以上、本実施形態に係る水処理供給システム10の構成について説明したが、続いて、水処理供給システム10において、バイパス給水が行われる場合の処理の流れについて、図2を参照しながら説明する。図2は、本実施形態に係る水処理供給システムにおいて、各種処理が行われる設定水位を示す図である。   As mentioned above, although the structure of the water treatment supply system 10 which concerns on this embodiment was demonstrated, the flow of a process in case water supply supply system 10 performs bypass water supply is demonstrated referring FIG. FIG. 2 is a diagram illustrating a set water level at which various processes are performed in the water treatment supply system according to the present embodiment.

まず、各設定水位の意義及び各設定水位に達した場合の制御回路25による制御処理の内容について説明する。図2において、設定水位HHは、高水位警報水位であり、何らかの不具合により給水タンク5への給水が止まらず、給水タンク5内の水位がこの位置まで上がってきた場合には、制御回路25の制御により警報が発せられる。具体的には、例えば、図示しないスピーカーから警告音を鳴らしたり、警報ランプを点灯させたりする。   First, the significance of each set water level and the contents of the control process by the control circuit 25 when each set water level is reached will be described. In FIG. 2, the set water level HH is a high water level warning water level, and when the water supply to the water supply tank 5 does not stop due to some trouble and the water level in the water supply tank 5 rises to this position, the control circuit 25 An alarm is issued by the control. Specifically, for example, a warning sound is emitted from a speaker (not shown) or an alarm lamp is turned on.

設定水位Hは、通常給水停止水位であり、給水ライン4を介した通常の給水が行われている場合に、水位がこの位置になると、脱気装置11からの給水が停止される。設定水位Lは、通常給水開始水位であり、給水タンク5内の水位がこの位置まで下がると、通常の給水ライン4を介した給水が開始され、上記設定水位Hに達するまで給水タンク5への給水が行われる。   The set water level H is a normal water supply stop water level, and when normal water supply is performed via the water supply line 4, when the water level reaches this position, water supply from the deaerator 11 is stopped. The set water level L is a normal water supply start water level, and when the water level in the water supply tank 5 falls to this position, water supply via the normal water supply line 4 is started, and the water supply tank 5 is supplied until the set water level H is reached. Water is supplied.

設定水位LLは、バイパス給水停止水位である。給水ライン4上の機器の不具合により給水タンク5への給水が行われず、給水タンク5内の水位がこの設定水位LLよりもさらに低下すると、後述するバイパス給水が行われる。そして、バイパス給水が行われた結果、給水タンク5内の水位がこの設定水位LLまで戻ってきた場合には、制御回路25の制御により、開閉弁20や開閉弁21が閉じられ、バイパス給水が停止される。   The set water level LL is a bypass water supply stop water level. When water supply to the water supply tank 5 is not performed due to a malfunction of the equipment on the water supply line 4 and the water level in the water supply tank 5 further falls below the set water level LL, bypass water supply described later is performed. When the water level in the water supply tank 5 returns to the set water level LL as a result of the bypass water supply, the on-off valve 20 and the on-off valve 21 are closed under the control of the control circuit 25, and the bypass water supply is performed. Stopped.

また、本実施形態では、設定水位LLは、低水位警報水位を兼ねている。給水ライン4上の機器の不具合により給水タンク5への給水が行われず、給水タンク5内の水位がこの位置まで下がってくると、制御回路25の制御により、図示しないスピーカー等から警報が発せられる。なお、この低水位警報水位は、通常給水開始水位である設定水位Lよりも低い位置であれば、任意の位置に設定することができるが、後述するバイパス給水開始水位よりも高い位置であることが望ましい。その利点については後述する。   In the present embodiment, the set water level LL also serves as a low water level warning water level. When water supply to the water supply tank 5 is not performed due to a malfunction of the equipment on the water supply line 4 and the water level in the water supply tank 5 is lowered to this position, an alarm is issued from a speaker (not shown) by the control of the control circuit 25. . The low water level warning water level can be set at any position as long as it is lower than the set water level L, which is the normal water supply start water level, but should be higher than the bypass water supply start water level described later. Is desirable. The advantages will be described later.

設定水位B1は、第1バイパス給水開始水位である。給水ライン4上の機器の不具合により給水タンク5への給水が行われず、給水タンク5内の水位がこの位置まで下がってくると、制御回路25の制御により、開閉弁20が開けられ、第1バイパスライン16を経由した第1バイパス給水が開始される。   The set water level B1 is a first bypass water supply start water level. When water supply to the water supply tank 5 is not performed due to a malfunction of the equipment on the water supply line 4 and the water level in the water supply tank 5 falls to this position, the on-off valve 20 is opened by the control of the control circuit 25, and the first The first bypass water supply via the bypass line 16 is started.

この第1バイパス給水によれば、第1水処理装置である脱気装置11を迂回した給水が行われるので、脱気装置11内の詰まり等の故障によって給水ライン4上の給水がストップしていた場合には、この第1バイパス給水によって、給水タンク5内への給水を行うことができる。   According to the first bypass water supply, the water supply bypassing the deaeration device 11 as the first water treatment device is performed, so the water supply on the water supply line 4 is stopped due to a clogging or the like in the deaeration device 11. In such a case, water can be supplied into the water supply tank 5 by the first bypass water supply.

設定水位B2は、第2バイパス給水開始水位である。上記第1バイパス給水によっても給水タンク5内の水位が回復しない場合、すなわち、第1バイパスライン16と給水ライン4との接続箇所よりも上流側における機器の不具合によって給水タンク5内への給水が行われず、給水タンク5内の水位がこの位置まで下がってくると、制御回路25の制御により、開閉弁21が開けられ、第2バイパスライン17を経由した第2バイパス給水が開始される。   The set water level B2 is the second bypass water supply start water level. If the water level in the water supply tank 5 is not recovered even by the first bypass water supply, that is, water supply into the water supply tank 5 is caused by a malfunction of the equipment upstream of the connection point between the first bypass line 16 and the water supply line 4. If the water level in the water supply tank 5 is lowered to this position without being performed, the control valve 25 opens the on-off valve 21 and the second bypass water supply via the second bypass line 17 is started.

続いて、脱気装置11の詰まりが原因で、給水タンク5の水位が設定水位L(通常給水開始水位)を下回って低下した場合の水処理供給システム10におけるバイパス給水処理の流れを説明する。給水タンク5内の水位が設定水位B1(第1バイパス給水開始水位)まで低下すると、制御回路25の制御により開閉弁20が開けられる。   Next, the flow of the bypass water supply process in the water treatment supply system 10 when the water level of the water supply tank 5 has dropped below the set water level L (normal water supply start water level) due to clogging of the deaeration device 11 will be described. When the water level in the water supply tank 5 drops to the set water level B1 (first bypass water supply start water level), the on-off valve 20 is opened by the control of the control circuit 25.

ここでは、脱気装置11の詰まりにより、給水がストップしているので、脱気装置11の入口までは、正常に給水が来ている。したがって、開閉弁20が開けられると、軟水装置12を通過した軟水が、第1バイパスライン16を通って、給水タンク5内へと供給される。その後、給水タンク5内の水位が、設定水位LL(バイパス給水停止水位)まで復活すると、脱気されていない水をなるべく給水タンク5内に溜めないように、開閉弁20が閉じられ、第1バイパス給水が停止される。   Here, since the water supply is stopped due to the clogging of the deaeration device 11, the water supply is normally supplied to the inlet of the deaeration device 11. Therefore, when the on-off valve 20 is opened, the soft water that has passed through the soft water device 12 is supplied into the water supply tank 5 through the first bypass line 16. Thereafter, when the water level in the water supply tank 5 is restored to the set water level LL (bypass water supply stop water level), the on-off valve 20 is closed so that the water that has not been degassed is not accumulated in the water supply tank 5 as much as possible. Bypass water supply is stopped.

そして、水処理供給システム10全体を停止するか、脱気装置11の詰まりが解消されるまで、この第1バイパス給水によって、給水タンク5内への給水が行われることになる。但し、第1バイパス給水によって供給される水は、脱気されていない溶存酸素の多く含まれる水であるから、後工程の水使用機器を故障させないためにも、早急に修理して通常の給水状態に戻すことが望ましい。   Then, water supply into the water supply tank 5 is performed by the first bypass water supply until the entire water treatment supply system 10 is stopped or the clogging of the deaeration device 11 is eliminated. However, since the water supplied by the first bypass water supply is a water containing a large amount of dissolved oxygen that has not been degassed, normal water supply can be repaired as soon as possible in order not to damage the water-using equipment in the subsequent process. It is desirable to return to the state.

次に、軟水装置12の詰まりが原因で、給水タンク5の水位が設定水位L(通常給水開始水位)を下回って低下した場合の水処理供給システム10におけるバイパス給水処理の流れを説明する。給水タンク5内の水位が設定水位B1(第1バイパス給水開始水位)まで低下すると、上述したように、第1バイパスライン16が開けられる。しかし、軟水装置12が詰まっているため、開閉弁20を開けても第1バイパス給水は行われない。   Next, the flow of the bypass water supply process in the water treatment supply system 10 when the water level of the water supply tank 5 drops below the set water level L (normal water supply start water level) due to clogging of the water softener 12 will be described. When the water level in the water supply tank 5 decreases to the set water level B1 (first bypass water supply start water level), the first bypass line 16 is opened as described above. However, since the water softener 12 is clogged, the first bypass water supply is not performed even if the on-off valve 20 is opened.

その後、給水タンク5内の水位が設定水位B2(第2バイパス給水開始水位)まで低下すると、制御回路25の制御により、第2バイパスライン17の開閉弁21が開けられる。ここでは、軟水装置12の詰まりにより、給水がストップしているので、軟水装置12の入口までは正常に給水が来ている。よって、開閉弁21が開けられると、軟水装置12を通過する前の硬水が、第2バイパスライン17を介して、給水タンク5内へ第2バイパス給水される。   Thereafter, when the water level in the water supply tank 5 is lowered to the set water level B2 (second bypass water supply start water level), the control valve 25 controls to open the on-off valve 21 of the second bypass line 17. Here, since the water supply is stopped due to the clogging of the water softening device 12, the water supply is normally supplied to the entrance of the water softening device 12. Therefore, when the on-off valve 21 is opened, the hard water before passing through the water softener 12 is supplied into the water supply tank 5 via the second bypass line 17 in the second bypass.

その後、給水タンク5内の水位が、設定水位LL(バイパス給水停止水位)まで復活すると、なるべく硬水を給水タンク5内に溜めないように、開閉弁21が閉じられ、第2バイパス給水が停止される。そして、水処理供給システム10全体を停止するか、軟水措置11の詰まりが解消されるまで、この第2バイパス給水によって、給水タンク5内への給水が行われることになる。但し、第2バイパス給水によって供給される水は硬水であるから、後工程の水使用機器を故障させないためにも、早急に修理して給水ライン4を介した通常の給水状態に戻すことが望ましい。   Thereafter, when the water level in the water supply tank 5 is restored to the set water level LL (bypass water supply stop water level), the on-off valve 21 is closed so that hard water is not stored in the water supply tank 5 as much as possible, and the second bypass water supply is stopped. The Then, water supply into the water supply tank 5 is performed by the second bypass water supply until the entire water treatment supply system 10 is stopped or the clogging of the soft water measure 11 is eliminated. However, since the water supplied by the second bypass water supply is hard water, it is desirable to repair it immediately and return it to the normal water supply state via the water supply line 4 so as not to break down the water-using equipment in the subsequent process. .

以上、詳細に説明した本実施形態によれば、各水処理装置の上流側に各水処理装置を迂回して給水タンクに給水するためのバイパスラインを設けているので、水処理装置が故障した場合であっても、当該故障した水処理装置を迂回して給水タンクに給水することが可能である。このように、水使用機器にとっては望ましい水ではないが、給水タンクが空になるのを防止できれば、水使用機器を停止させないで済み、24時間操業を行っている工場全体が操業停止になってしまうといった最悪のケースを防ぐことができる。   As described above, according to the present embodiment described in detail, since the bypass line for bypassing each water treatment device and supplying water to the water supply tank is provided on the upstream side of each water treatment device, the water treatment device has failed. Even in this case, it is possible to supply water to the water supply tank by bypassing the failed water treatment apparatus. In this way, it is not desirable for water-using equipment, but if the water tank can be prevented from emptying, it is not necessary to stop the water-using equipment, and the entire factory that operates 24 hours will be shut down. Can prevent the worst case.

また、本実施形態によれば、下流側に位置する第1水処理装置(脱気装置)を迂回する第1バイパスラインと、第1水処理装置及び第2水処理装置(軟水装置)の双方を迂回する第2バイパスラインとを設置しているので、下流側に位置する第1水処理装置のみが故障した場合には、第1バイパスラインを開けることで、上流側の第2水処理装置を通過した処理水を給水タンクに給水することができる。   Moreover, according to this embodiment, both the 1st bypass line which bypasses the 1st water treatment apparatus (deaeration apparatus) located in the downstream, and both a 1st water treatment apparatus and a 2nd water treatment apparatus (soft water apparatus) Since the second bypass line that bypasses the first water treatment device is installed, when only the first water treatment device located downstream is broken down, the second water treatment device on the upstream side is opened by opening the first bypass line. The treated water that has passed through can be supplied to the water supply tank.

本実施形態では、下流側からの第1バイパス給水が開始される第1バイパス給水開始水位B1を、上流側からの第2バイパス給水が開始される第2バイパス給水開始水位B2よりも高い位置に設定することで、給水タンク内の水位が下がってきたときに、先に第1バイパスラインが開けられ、第1バイパス給水が試みられる。これにより、少しでも質の良い水を水使用機器の給水タンクに供給することができる。よって、その装置を通過していない水を給水タンクへ供給したくない水処理装置については、なるべく上流側に設置するほうが望ましい。   In the present embodiment, the first bypass water supply start water level B1 at which the first bypass water supply from the downstream side is started is positioned higher than the second bypass water supply start water level B2 at which the second bypass water supply from the upstream side is started. By setting, when the water level in the water supply tank falls, the first bypass line is opened first, and the first bypass water supply is attempted. Thereby, even a little high quality water can be supplied to the water supply tank of the water using device. Therefore, it is desirable to install a water treatment apparatus that does not want to supply water that has not passed through the apparatus to the water supply tank as upstream as possible.

また、本実施形態によれば、給水タンク内の水位が下がってくると、自動的にバイパス給水が行われるので、水処理装置の故障を判定する機能を別途設ける必要がない。   Further, according to the present embodiment, when the water level in the water supply tank is lowered, the bypass water supply is automatically performed, so there is no need to separately provide a function for determining a failure of the water treatment device.

また、本実施形態においては、バイパス給水開始水位B1,B2よりも高い位置に低水位警報水位LLを設定してあるので、使用者は、バイパス給水により質の劣る水を送ってまで水使用機器の運転を継続するのか、それとも水使用機器を停止して、バイパス給水を行わないようにするのかを判断する時間を確保することができる。   Moreover, in this embodiment, since the low water level warning water level LL is set in a position higher than the bypass water supply start water levels B1 and B2, the user uses water equipment until the poor quality water is sent by the bypass water supply. It is possible to secure a time for determining whether to continue the operation or to stop the water-using equipment and not to perform the bypass water supply.

次に、本実施形態の変形例について、図3を参照しながら説明する。図3は、本実施形態の変形例に係る水処理供給システムを概略的に示すシステムフロー図である。同図に示すように、本変形例に係る水処理供給システム30は、水処理装置として、上記脱気装置11及び軟水装置12に加えて、膜ろ過装置35を追加し、これにあわせて、第3バイパスライン36及び開閉弁37を追加したことを特徴とし、その他の構成は上記水処理供給システム10と同様である。よって、同様の構成には同じ番号を付して説明を省略する。   Next, a modification of the present embodiment will be described with reference to FIG. FIG. 3 is a system flow diagram schematically showing a water treatment supply system according to a modification of the present embodiment. As shown in the figure, the water treatment supply system 30 according to this modification example includes a membrane filtration device 35 as a water treatment device in addition to the deaeration device 11 and the soft water device 12, and in accordance with this, A third bypass line 36 and an on-off valve 37 are added, and other configurations are the same as those of the water treatment supply system 10. Therefore, the same number is attached | subjected to the same structure and description is abbreviate | omitted.

膜ろ過装置35は、逆浸透膜やナノろ過膜を用いて原水中のイオン類を除去する装置である。本変形例では、上記実施形態における第1バイパス給水開始水位B1及び第2バイパス給水開始水位B2に加えて、第2バイパス給水開始水位B2よりも低い位置の第3バイパス給水開始水位B3が設定される(図示省略)。   The membrane filtration device 35 is a device that removes ions in the raw water using a reverse osmosis membrane or a nanofiltration membrane. In this modification, in addition to the first bypass water supply start water level B1 and the second bypass water supply start water level B2 in the above embodiment, a third bypass water supply start water level B3 at a position lower than the second bypass water supply start water level B2 is set. (Not shown).

そして、給水タンク5内の水位が第1バイパス給水開始水位B1まで下がると、制御回路25は、第1水処理装置である脱気装置11を迂回する第1バイパスライン16の開閉弁20を開いて、第1バイパス給水を開始させる。第1バイパス給水によっても実際の給水が行われず、給水タンク5内の水位が第2バイパス給水開始水位B2まで低下すると、脱気装置11及び第2水処理装置である膜ろ過装置35を迂回する第2バイパスライン17の開閉弁21が開かれ、第2バイパス給水が開始される。   When the water level in the water supply tank 5 drops to the first bypass water supply start water level B1, the control circuit 25 opens the on-off valve 20 of the first bypass line 16 that bypasses the deaeration device 11 that is the first water treatment device. Then, the first bypass water supply is started. If the actual water supply is not performed even by the first bypass water supply and the water level in the water supply tank 5 decreases to the second bypass water supply start water level B2, the deaeration device 11 and the membrane filtration device 35 as the second water treatment device are bypassed. The on-off valve 21 of the second bypass line 17 is opened, and the second bypass water supply is started.

第2バイパス給水によっても実際の給水が行われず、給水タンク5内の水位が第3バイパス給水開始水位B3まで低下すると、脱気装置11、膜ろ過装置35及び第3水処理装置である軟水装置12を迂回する第3バイパスライン36の開閉弁37が開かれ、第3バイパス給水が開始される。   If the actual water supply is not performed by the second bypass water supply and the water level in the water supply tank 5 decreases to the third bypass water supply start water level B3, the deaerator 11, the membrane filter 35, and the soft water device as the third water treatment device The on-off valve 37 of the third bypass line 36 that bypasses 12 is opened, and the third bypass water supply is started.

よって、水処理装置が3つに増えた本変形例においても、上記実施形態と同様の作用効果を奏することができると共に、3つの水処理装置の何れが詰まっても自動的にバイパス給水が行われ、給水タンクの水が空になるのとを防止することができる。   Therefore, even in this modified example in which the number of water treatment devices is increased to three, the same operational effects as in the above embodiment can be obtained, and bypass water supply is automatically performed regardless of which of the three water treatment devices is clogged. Therefore, it is possible to prevent the water in the water supply tank from becoming empty.

以上、変形例も含めて本実施形態について詳細に説明したが、本発明の実施の形態は、上記実施形態に限定されるものではなく、本発明の主旨を逸脱しない範囲内で種々の変形が可能である。   As mentioned above, although this embodiment including a modification was described in detail, embodiment of this invention is not limited to the said embodiment, A various deformation | transformation is within the range which does not deviate from the main point of this invention. Is possible.

例えば、水処理供給システムに設置する水処理装置は、上述した軟水装置、脱気装置及び膜ろ過装置に限定されるものでなく、給水を行う水使用機器に応じて、適宜、変更・追加できる。例えば、活性炭ろ過装置を水処理装置として設置しても良い。但し、水使用機器が蒸気ボイラである場合、複数の水処理装置を給水ライン上に設置する水処理供給システムでは、硬水を蒸気ボイラに供給するのはできるだけ避けたほうが良いので、最も上流側に軟水装置を持ってくるのが望ましい。   For example, the water treatment device installed in the water treatment supply system is not limited to the soft water device, the deaeration device, and the membrane filtration device described above, and can be changed or added as appropriate according to the water-use equipment that supplies water. . For example, an activated carbon filtration device may be installed as a water treatment device. However, when the water use equipment is a steam boiler, it is better to avoid supplying hard water to the steam boiler as much as possible in the water treatment supply system in which multiple water treatment devices are installed on the water supply line. It is desirable to bring a water softener.

なお、本明細書においては、給水ライン上において、下流側に位置する給水タンクに近い側から、第1水処理装置、第2水処理装置、…、と称し、バイパスラインについても、給水ライン上において、給水タンクに近い下流側の地点からバイパスするラインから、第1バイパスライン、第2バイパスライン、…、と称することとする。   In this specification, on the water supply line, the first water treatment device, the second water treatment device,... Are referred to from the side close to the water supply tank located on the downstream side, and the bypass line is also on the water supply line. In this case, the first bypass line, the second bypass line,... Are referred to from the line that bypasses the downstream side near the water supply tank.

また、本実施形態においては、水処理されていない水を水使用機器に供給するよりも、給水タンクへの給水が停止して、後工程の水使用機器等が全面的に停止するほうが望ましい現場にも対応するために、制御回路にバイパス給水を行わせない禁止モードに設定するための切替スイッチを設けても良い。   Further, in this embodiment, it is preferable that the water supply to the water supply tank is stopped and the post-process water-use equipment is stopped completely, rather than supplying untreated water to the water-use equipment. In order to cope with this, a changeover switch for setting to a prohibit mode in which the control circuit does not perform bypass water supply may be provided.

また、この切替スイッチにより、給水タンク内の水位に関わらず強制的にバイパスラインの開閉弁を開けてバイパス給水を行わせる強制モードも設定できるように構成しても良い。このように、水処理供給システムにおいて、バイパス給水禁止モードやバイパス給水強制モードを選択できるように構成すれば、システムの設置場所や、状況に応じて柔軟な給水制御が可能になる。   Moreover, you may comprise so that the forced mode which opens an on-off valve of a bypass line compulsorily and can perform bypass water supply irrespective of the water level in a water supply tank by this changeover switch may be set. In this way, if the water treatment supply system is configured such that the bypass water supply prohibition mode and the bypass water supply forced mode can be selected, flexible water supply control can be performed according to the installation location and situation of the system.

図1は、本実施形態に係る水処理供給システムを概略的に示すシステムフロー図である。FIG. 1 is a system flow diagram schematically illustrating a water treatment supply system according to the present embodiment. 図2は、本実施形態に係る水処理供給システムにおいて、各種処理が行われる設定水位を示す図である。FIG. 2 is a diagram illustrating a set water level at which various processes are performed in the water treatment supply system according to the present embodiment. 図3は、本実施形態の変形例に係る水処理供給システムを概略的に示すシステムフロー図である。FIG. 3 is a system flow diagram schematically showing a water treatment supply system according to a modification of the present embodiment.

符号の説明Explanation of symbols

4 給水ライン
5 給水タンク
10 水処理供給システム
11 脱気装置
12 軟水装置
15 水位センサ
16,17 バイパスライン
20,21 開閉弁
25 制御回路
DESCRIPTION OF SYMBOLS 4 Water supply line 5 Water supply tank 10 Water treatment supply system 11 Deaeration device 12 Soft water device 15 Water level sensor 16, 17 Bypass line 20, 21 On-off valve 25 Control circuit

Claims (5)

原水に対して水処理を施してから水使用機器の給水タンクへ供給する水処理供給システムにおいて、
給水ラインと、
前記給水ライン上に設置された第1水処理装置と、
前記第1水処理装置よりも上流側において前記給水ライン上に設置された第2水処理装置と、
前記第1水処理装置と前記第2水処理装置との間において、前記給水ラインと前記給水タンクとを接続する第1バイパスラインと、
前記第2水処理装置の上流側において、前記給水ラインと前記給水タンクとを接続する第2バイパスラインと、
前記給水タンク内の水位を測定する水位センサと、
前記水位センサの出力により、前記給水タンク内の水位が通常給水開始水位よりも低い位置に設定されたバイパス給水開始水位まで下がると、前記第1バイパスライン又は前記第2バイパスラインを開いて、前記給水タンクへバイパス給水を開始する制御手段と、
を備えることを特徴とする水処理供給システム。
In a water treatment and supply system that supplies raw water to a water supply tank of water-using equipment after water treatment,
A water supply line,
A first water treatment device installed on the water supply line;
A second water treatment device installed on the water supply line upstream of the first water treatment device;
A first bypass line connecting the water supply line and the water supply tank between the first water treatment device and the second water treatment device;
A second bypass line connecting the water supply line and the water tank on the upstream side of the second water treatment device;
A water level sensor for measuring the water level in the water supply tank;
When the water level in the water supply tank is lowered to a bypass water supply start water level set at a position lower than a normal water supply start water level by the output of the water level sensor, the first bypass line or the second bypass line is opened, Control means for starting bypass water supply to the water tank;
A water treatment supply system comprising:
前記制御手段は、前記給水タンク内の水位が前記通常給水開始水位よりも低い位置に設定された第1バイパス給水開始水位まで下がると、前記第1バイパスラインを開き、前記給水タンク内の水位が前記第1バイパス給水開始水位よりも低い位置に設定された所定の第2バイパス給水開始水位まで下がると、前記第2バイパスラインを開くように制御することを特徴とする請求項1記載の水処理供給システム。   The control means opens the first bypass line when the water level in the water supply tank drops to a first bypass water supply start water level set at a position lower than the normal water supply start water level, and the water level in the water supply tank 2. The water treatment according to claim 1, wherein the second bypass line is controlled to be opened when the second bypass water supply start water level is set to a position lower than the first bypass water supply start water level. Supply system. 前記制御手段は、前記バイパス給水を開始した後、前記給水タンク内の水位が前記通常給水開始水位よりも低い位置に設定され、かつ前記バイパス給水開始水位よりも高い位置に設定されたバイパス給水停止位置まで戻ると、前記バイパス給水を停止するように制御することを特徴とする請求項1又は2記載の水処理供給システム。   The control means, after starting the bypass water supply, the bypass water supply stop where the water level in the water supply tank is set to a position lower than the normal water supply start water level and set to a position higher than the bypass water supply start water level The water treatment supply system according to claim 1 or 2, wherein the bypass water supply is controlled to stop when the position returns to the position. 前記制御手段は、前記給水タンク内の水位が前記通常給水開始水位よりも低い位置に設定され、かつ前記バイパス開始水位よりも高い位置に設定された低水位警報水位まで下がると、低水位警報を発するように制御することを特徴とする請求項1乃至3何れか1項に記載の水処理供給システム。   When the water level in the water supply tank is set at a position lower than the normal water supply start water level and falls to a low water level alarm water level set at a position higher than the bypass start water level, the control means issues a low water level alarm. The water treatment supply system according to any one of claims 1 to 3, wherein the water treatment supply system is controlled so as to emit. 給水ライン上に設置された複数の水処理装置により原水を水処理してから水使用機器の給水タンクへ供給する水処理供給方法において、
前記給水タンク内の水位が通常給水開始水位よりも低い位置に設定された第1バイパス給水開始水位まで下がると、前記給水ライン上で最も前記給水タンクに近い位置の第1水処理装置を迂回する第1バイパスラインを介して前記給水タンクに給水すべく、前記第1バイパスラインを開く第1バイパス給水工程と、
前記給水タンク内の水位が前記第1バイパス給水開始水位よりも低い位置に設定された第2バイパス給水開始水位まで下がると、前記給水ライン上で2番目に前記給水タンクに近い第2水処理装置及び前記第1水処理装置の双方を迂回する第2バイパスラインを介して前記給水タンクに給水すべく、前記第2バイパスラインを開く第2バイパス給水工程と、
前記第1バイパス給水工程又は前記第2バイパス給水工程により、前記給水タンク内の水位が前記通常給水開始水位よりも低い位置に設定され、かつ前記第1バイパス給水開始水位よりも高い位置に設定されたバイパス給水停止水位まで戻ると、前記第1バイパスライン及び前記第2バイパスラインを閉じてバイパス給水を停止するバイパス給水停止工程と、
を備えることを特徴とする水処理供給方法。
In a water treatment supply method of supplying raw water to a water supply tank of a water-using device after treating raw water with a plurality of water treatment devices installed on a water supply line,
When the water level in the water supply tank drops to the first bypass water supply start water level set at a position lower than the normal water supply start water level, the first water treatment device closest to the water supply tank is bypassed on the water supply line. A first bypass water supply step for opening the first bypass line to supply water to the water supply tank via the first bypass line;
When the water level in the water supply tank is lowered to the second bypass water supply start water level set at a position lower than the first bypass water supply start water level, the second water treatment device that is second closest to the water supply tank on the water supply line. And a second bypass water supply step of opening the second bypass line to supply water to the water supply tank via a second bypass line that bypasses both of the first water treatment device,
By the first bypass water supply step or the second bypass water supply step, the water level in the water supply tank is set to a position lower than the normal water supply start water level and set to a position higher than the first bypass water supply start water level. When returning to the bypass water supply stop water level, a bypass water supply stop step of closing the first bypass line and the second bypass line and stopping the bypass water supply,
A water treatment supply method comprising:
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