JPH0353689Y2 - - Google Patents

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Publication number
JPH0353689Y2
JPH0353689Y2 JP19120386U JP19120386U JPH0353689Y2 JP H0353689 Y2 JPH0353689 Y2 JP H0353689Y2 JP 19120386 U JP19120386 U JP 19120386U JP 19120386 U JP19120386 U JP 19120386U JP H0353689 Y2 JPH0353689 Y2 JP H0353689Y2
Authority
JP
Japan
Prior art keywords
pipe
bypass
water
contaminants
water distribution
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP19120386U
Other languages
Japanese (ja)
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JPS6394515U (en
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Filing date
Publication date
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Priority to JP19120386U priority Critical patent/JPH0353689Y2/ja
Publication of JPS6394515U publication Critical patent/JPS6394515U/ja
Application granted granted Critical
Publication of JPH0353689Y2 publication Critical patent/JPH0353689Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 産業上の利用分野 本考案は、配水管路内における混入物除去装置
に関する。
[Detailed Description of the Invention] Industrial Application Field The present invention relates to a device for removing contaminants in water distribution pipes.

従来の技術 従来、上流側で取り入れた水を下流側の利用施
設に導く場合に、配水管路が多用されている。し
かし、配水管路中に泥などの異物が混入すると、
この混入物は水とともに下流側の利用施設にまで
移送されることとなり、利用施設において給水を
使用するに際して障害となる問題があり、そのた
めに配水管路の途中に混入物を除去する装置を介
在させていた。そして、装置内で除去された混入
物の滞留量が所定量に達すると推定される所定期
間ごとに、手動により装置内の混入物を排出する
操作を行なつていた。
BACKGROUND ART Conventionally, water distribution pipes have been frequently used to guide water taken upstream to downstream facilities. However, if foreign matter such as mud gets into the water pipes,
These contaminants are transported along with the water to downstream facilities, which poses a problem when using the water supply at the facilities. Therefore, a device to remove contaminants is installed in the middle of the water distribution pipe. I was letting it happen. Then, at predetermined intervals when it is estimated that the accumulated amount of the contaminants removed within the device reaches a predetermined amount, the contaminants in the device are manually discharged.

考案が解決しようとする問題点 しかし、混入物の滞留量の増加は一様なもので
はなく、所定期間よりも短期間の内に所定量に達
して、混入物の除去効率の低下や装置内での圧力
損失の増加などが生じる問題があつた。
Problems that the invention aims to solve: However, the increase in the amount of contaminants retained is not uniform, and the amount reaches a predetermined amount in a shorter period of time than the predetermined period, resulting in a decrease in the removal efficiency of contaminants and There were problems such as an increase in pressure loss.

本考案は、上記の問題点を解決するもので、除
去された混入物の滞留量が所定量に達した時点で
適宜に、混入物を装置内から排出する混入物除去
装置を提供することを目的とする。
The present invention solves the above-mentioned problems by providing a contaminant removal device that appropriately discharges contaminants from the device when the retained amount of removed contaminants reaches a predetermined amount. purpose.

問題点を解決するための手段 上記問題点を解決するため、本考案は、配水管
路の途中に密閉された槽体を下流側の配水管路に
連通して設け、前記槽体に一対のバイパス管を貫
通して設け、前記バイパス管の前記槽体内に位置
する部分の管壁を、通水性を有してかつ混入物を
除去可能なフイルタ部に形成するとともに、前記
バイパス管の一端に排出バルブを設けて他端をバ
イパスバルブを介して上流側の配水管路に連結し
て設け、前記フイルタ部の上流側と下流側におけ
る配水管路の圧力を検知可能な圧力計を設け、前
記圧力計により検知されるフイルタ部より下流側
の圧力値あるいはフイルタ部の上流側と下流側の
圧力差の値に基づいて適宜に、前記バイパスバル
ブと前記排出バルブとを開閉させる制御装置を設
けた構成としたものである。
Means for Solving the Problems In order to solve the above problems, the present invention provides a sealed tank in the middle of the water distribution pipe so as to communicate with the water distribution pipe on the downstream side, and a pair of The bypass pipe is provided through the bypass pipe, and the pipe wall of the portion of the bypass pipe located inside the tank body is formed into a filter portion that has water permeability and can remove contaminants, and at one end of the bypass pipe. A discharge valve is provided and the other end is connected to the water distribution pipe on the upstream side via a bypass valve, and a pressure gauge capable of detecting the pressure in the water distribution pipe on the upstream and downstream sides of the filter portion is provided, A control device is provided that opens and closes the bypass valve and the discharge valve as appropriate based on a pressure value downstream of the filter section detected by a pressure gauge or a value of a pressure difference between the upstream side and the downstream side of the filter section. It is structured as follows.

作 用 上記の構成において、通常状態すなわち両排出
バルブが閉成されるとともに、一方のバイパス管
のバイパスバルブを開成して他方のバイパス管の
バイパスバルブを閉成した状態において、上流側
の配水管路を流れる流水によつて移送される混入
物は、流水とともに一方のバイパス管に流入す
る。そして、流水はバイパス管のフイルタ部を通
過して槽体内に流入した後に、下流側の配水管路
に流入する。また、混入物はフイルタ部により捕
集除去されてバイパス管内に滞留する。そして、
混入物が、バイパス管内に滞留するとともにフイ
ルタ部に付着するにつれて、フイルタ部を通過す
る流水の圧力損失が増大し、フイルタ部より下流
側の配水管路内の圧力が低下する。そして、さら
にフイルタ部による混入物の捕集除去が進行して
圧力計で検知されるフイルタ部より下流側の配水
管路内の圧力値あるいは、フイルタ部より上流側
と下流側の配水管路内の圧力差の値が、あらかじ
め設定された所定値すなわち混入物が許容限度に
滞留したことに起因した結果としてなる値に達し
た時に、制御装置が作動して、一方の混入物が滞
留するバイパス管の排出バルブが開成されるとと
もに、このバイパス管のバイパスバルブが閉成さ
れて他方のバイパス管のバイパスバルブが開成さ
れた排出状態となる。そして、排出状態におい
て、上流側の配水管路より他方のバイパス管のフ
イルタ部を通つて混入物を捕集除去されて槽体内
に流入する流水の一部が一方のバイパス管のフイ
ルタ部に、槽体内側からバイパス管内に向けて通
水されて、一方のバイパス管内に滞留する混入物
が流水とともに一方のバイパス管路の排出バルブ
を通つて外部に排出される。この時、槽体内に流
入する流水の大部分は、下流側の配水管路に流入
する。したがつて、捕集除去された混入物の排出
を、不断水状態すなわち上流側の配水管路より流
れ来る流水を断水させることなく常に下流側の配
水管路に流入させる状態において行うことが出来
る。そして、一定時間後に、制御装置により、混
入物を排出していた排出バルブが閉成されて、上
流側の配水管路より流れ来る流水および混入物が
他方のバイパス管を通り、他方のバイパス管のフ
イルタ部により混入物を除去された流水が槽体内
に流入した後に、下流側の配水管路に流入する通
常状態になる。以後、混入物を排出するごとに、
通水されるバイパス管が交互に変更して混入物を
捕集除去する。
Operation In the above configuration, in the normal state, that is, when both discharge valves are closed, and when the bypass valve of one bypass pipe is opened and the bypass valve of the other bypass pipe is closed, the upstream water distribution pipe Contaminants transported by the flowing water flowing through the channel flow into one of the bypass pipes along with the flowing water. Then, the flowing water passes through the filter section of the bypass pipe and flows into the tank body, and then flows into the water distribution pipe on the downstream side. Furthermore, contaminants are collected and removed by the filter section and remain in the bypass pipe. and,
As the contaminants accumulate in the bypass pipe and adhere to the filter section, the pressure loss of the flowing water passing through the filter section increases, and the pressure within the water distribution pipe downstream of the filter section decreases. As the filter continues to collect and remove contaminants, the pressure value in the water distribution pipe downstream of the filter is detected by the pressure gauge, or the pressure value in the water distribution pipe upstream and downstream of the filter is detected by the pressure gauge. When the value of the pressure difference reaches a preset predetermined value, i.e. the value that would result from contaminant retention within the permissible limit, the control device activates the bypass in which one contaminant is retained. At the same time as the discharge valve of the pipe is opened, the bypass valve of this bypass pipe is closed and the bypass valve of the other bypass pipe is in an open discharge state. In the discharge state, a part of the flowing water flowing from the upstream water distribution pipe through the filter section of the other bypass pipe, where contaminants are collected and removed, and flows into the tank body, flows into the filter section of the one bypass pipe. Water is passed from the inside of the tank body toward the inside of the bypass pipe, and contaminants staying in one of the bypass pipes are discharged to the outside through the discharge valve of one of the bypass pipes together with the flowing water. At this time, most of the flowing water flowing into the tank body flows into the water distribution pipe on the downstream side. Therefore, the collected and removed contaminants can be discharged without water interruption, that is, in a state where the water flowing from the upstream water distribution pipe is constantly flowing into the downstream water distribution pipe without any water cutoff. . After a certain period of time, the control device closes the discharge valve that was discharging the contaminants, and the water and contaminants flowing from the upstream water distribution pipe pass through the other bypass pipe. After the flowing water from which contaminants have been removed by the filter section flows into the tank body, it enters the normal state where it flows into the water distribution pipe on the downstream side. From then on, each time you remove contaminants,
Bypass pipes through which water is passed alternately to collect and remove contaminants.

実施例 以下、本考案の一実施例を図面に基づいて説明
する。第1図から第3図において、土中に敷設さ
れて配水管路を形成する配管1の途中に、密閉さ
れた槽体を成す捕集器本体2が下流側の配管1a
に電動式のメインバルブ3を介して連結されてい
る。この捕集器本体2には、一対のバイパス管4
a,4bが貫通して設けられており、バイパス管
4a,4bの捕集器本体2の内部に位置する部分
には、管体をなすフイルタ部5a,5bが介装さ
れている。フイルタ部5a,5bは、管壁が通水
性を有して、かつ混入物を除去可能であり、100
メツシユ程度のステンレス類金網で形成されてい
る。また、バイパス管4a,4bの一端には、電
動式の排出バルブ6a,6bを介装された排出管
7a,7bが連結されており、バイパス管4a,
4bの他端は、電動式のバイパスバルブ8a,8
bを介して上流側の配管1bに連結されている。
そして、上流側の配管1bおよび下流側の配管1
aには、それぞれの管内の圧力を検知可能な圧力
計9a,9bが設けられている。そして、メイン
バルブ3と排出バルブ6a,6bとバイパスバル
ブ8a,8bと圧力計9a,9bは制御装置10
に電気的に接続されている。制御装置10は、下
流側の圧力計9aで検知されるフイルタ部5a,
5bより下流側の配管1a内の圧力値あるいは、
上流側と下流側の両圧力計9a,9bで検知され
るフイルタ部5a,5bの上流側と下流側の配管
1a,1b内の圧力値の差の値に基づいて、メイ
ンバルブ3と排出バルブ6a,6bとバイパスバ
ルブ8a,8bとを開閉制御可能に成されてい
る。
Embodiment Hereinafter, an embodiment of the present invention will be described based on the drawings. In Figs. 1 to 3, a collector body 2 forming a sealed tank is located in the middle of a pipe 1 laid in the soil to form a water distribution pipe, and a pipe 1a on the downstream side.
The main valve 3 is connected to the main valve 3 via an electric main valve 3. This collector body 2 includes a pair of bypass pipes 4.
filter portions 5a, 5b forming tube bodies are interposed in portions of the bypass pipes 4a, 4b located inside the collector body 2. The filter parts 5a and 5b have tube walls that are permeable to water and can remove contaminants, and
It is made of mesh-sized stainless steel wire mesh. Moreover, exhaust pipes 7a and 7b, which are equipped with electrically operated exhaust valves 6a and 6b, are connected to one end of the bypass pipes 4a and 4b.
The other end of 4b is an electric bypass valve 8a, 8
It is connected to the upstream piping 1b via b.
Then, the upstream piping 1b and the downstream piping 1
A is provided with pressure gauges 9a and 9b that can detect the pressure inside each pipe. The main valve 3, discharge valves 6a, 6b, bypass valves 8a, 8b, and pressure gauges 9a, 9b are connected to the control device 10.
electrically connected to. The control device 10 includes a filter section 5a, which is detected by a pressure gauge 9a on the downstream side.
The pressure value in the pipe 1a downstream from 5b, or
Based on the difference between the pressure values in the upstream and downstream piping 1a, 1b of the filter sections 5a, 5b detected by both the upstream and downstream pressure gauges 9a, 9b, the main valve 3 and the discharge valve 6a, 6b and bypass valves 8a, 8b can be controlled to open and close.

上記の構成における作用について説明する。通
常状態すなわち両排出バルブ6a,6bが閉成さ
れるとともに、一方のバイパス管4aのバイパス
バルブ8aを開成して他方のバイパス管4bのバ
イパスバルブ8bを閉成し、さらにメインバルブ
3を開成した状態において、上流側の配管1bを
流れる流水Aによつて移送される混入物は、流水
とともに一方のバイパス管4aに流入する。そし
て流水Aは、バイパス管4aのフイルタ部5aを
通つて捕集器本体2内に流入して後に、下流側の
配管1aに流入する。また、混入物は、フイルタ
部5aにより捕集除去されてバイパス管4aの内
部に滞留する。そして、混入物が、バイパス管4
aの内部に滞留するとともに、フイルタ部5aに
付着するにつれて、フイルタ部5aを通過する流
水の圧力損失が増大し、フイルタ部5aより下流
側の配管1a内の圧力が低下する。そして、さら
にフイルタ部5aによる混入物の捕集除去が進行
して下流側の圧力計9aで検知されるフイルタ部
5aより下流側の配管1a内の圧力値あるいは、
両圧力計9a,9bで検知されるフイルタ部5a
より上流側と下流側の配管1a,1b内の圧力差
の値が、あらかじめ設定された所定値すなわち混
入物が許容限度に滞留したことに起因した結果と
してなる値に達した時に、制御装置10が作動し
て、一方の混入物が滞留するバイパス管4aに連
結された排出管7aの排出バルブ6aが開成され
るとともに、このバイパス管4aのバイパスバル
ブ8aが閉成されて他方のバイパス管4bのバイ
パスバルブ8bが開成された排出状態となる。そ
して、排出状態において、上流側の配管1bより
他方のバイパス管4bのフイルタ部5bを通り、
混入物を捕集除去されて捕集器本体2内に流入す
る流水Aの一部が、一方のバイパス管4aのフイ
ルタ部5aに、捕集器本体2内側からバイパス管
4a内に向けて通水されて、一方のバイパス管4
a内に滞留する混入物が流水Aとともに一方のバ
イパス管4aの排出管7aおよび排出バルブ6a
を通つて外部に排出される。この時、捕集器本体
2内に流入する流水Aの大部分は、下流側の配管
1aに流入する。したがつて、捕集除去された混
入物の排出を、不断水状態すなわち上流側の配管
1bより流れて来る流水Aを断水させることなく
常に下流側の配管1aに流入させる状態において
行うことが出来る。そして、一定時間後に制御装
置10により、混入物を排出していた排出バルブ
6aが閉成されて、上流側の配管1bより流れて
来る流水Aおよび混入物が、他方のバイパス管4
bを通り、他方のバイパス管4bのフイルタ部5
bにより混入物を除去された流水Aが捕集器本体
2内に流入した後に、下流側の配管1aに流入す
る通常状態になる。以後、混入物を排出するごと
に、通水されるバイパス管4a,4bが交互にか
えられる。したがつて、フイルタ部5a,5bに
より捕集除去されてバイパス管4a,4b内に滞
留する混入物を、その滞留量が許容限度に達した
時点で、適時に、しかも不断水状態でバイパス管
4a,4bの外へ排出することが出来る。また、
このことによつてフイルタ部5a,5bの除去効
率を常に一定に保つことが出来る。尚、前述した
排出状態において、メインバルブ3を閉成させ
て、捕集器本体2内に流入する流水Aの全量をフ
イルタ部5aもしくは5bに通水させることによ
つて、フイルタ部5a,5bに付着した混入物を
より強力に取り除くことが出来る。また、この実
施例においては、配管1内を流水Aが常に一方向
に流れるものとして説明したが、流れの方向が時
間により変わる場合には、第4図に示すように、
配管1の途中に分岐管11a,11bをそれぞれ
逆止弁12a,12bを介在させて設け、一方の
分岐管11aに先の実施例の構成Xを設けるとと
もに他方の分岐管11bには先の実施例を上流側
と下流側を逆にした構成Yを設けることによつ
て、流水の流れの方向の変化に対応しつつ、先の
実施例と同様の効果が得られる。
The operation of the above configuration will be explained. In the normal state, both the discharge valves 6a and 6b are closed, the bypass valve 8a of one bypass pipe 4a is opened, the bypass valve 8b of the other bypass pipe 4b is closed, and the main valve 3 is opened. In this state, contaminants transported by the flowing water A flowing through the upstream pipe 1b flow into one of the bypass pipes 4a together with the flowing water. The flowing water A then flows into the collector main body 2 through the filter portion 5a of the bypass pipe 4a, and then flows into the downstream piping 1a. Further, the contaminants are collected and removed by the filter section 5a and remain inside the bypass pipe 4a. Then, the contaminants are removed from the bypass pipe 4.
As the water stagnates inside the filter section a and adheres to the filter section 5a, the pressure loss of the flowing water passing through the filter section 5a increases, and the pressure inside the pipe 1a downstream of the filter section 5a decreases. Then, as the filter section 5a further collects and removes the contaminants, the pressure value in the pipe 1a downstream of the filter section 5a detected by the downstream pressure gauge 9a, or
Filter section 5a detected by both pressure gauges 9a and 9b
When the value of the pressure difference in the piping 1a, 1b on the more upstream side and the downstream side reaches a preset predetermined value, that is, a value resulting from contaminants staying within the permissible limit, the control device 10 is activated, the discharge valve 6a of the discharge pipe 7a connected to the bypass pipe 4a where one of the contaminants is retained is opened, and the bypass valve 8a of this bypass pipe 4a is closed and the other bypass pipe 4b is opened. The bypass valve 8b is in an open discharge state. In the discharge state, the pipe 1b on the upstream side passes through the filter section 5b of the other bypass pipe 4b,
A part of the flowing water A that has collected and removed contaminants and flows into the collector main body 2 passes through the filter portion 5a of one bypass pipe 4a from the inside of the collector main body 2 toward the inside of the bypass pipe 4a. One bypass pipe 4
The contaminants staying in A are discharged from the discharge pipe 7a of one of the bypass pipes 4a and the discharge valve 6a together with the flowing water A.
It is discharged to the outside through. At this time, most of the flowing water A flowing into the collector body 2 flows into the downstream piping 1a. Therefore, the collected and removed contaminants can be discharged without water interruption, that is, in a state where the flowing water A flowing from the upstream piping 1b is always allowed to flow into the downstream piping 1a without any water interruption. . After a certain period of time, the control device 10 closes the discharge valve 6a that was discharging the contaminants, and the flowing water A and the contaminants flowing from the upstream pipe 1b are transferred to the other bypass pipe 4.
b, and the filter section 5 of the other bypass pipe 4b.
After the flowing water A from which contaminants have been removed in step b flows into the collector main body 2, it enters a normal state in which it flows into the downstream piping 1a. Thereafter, each time the contaminants are discharged, the bypass pipes 4a and 4b through which water is passed are alternately changed. Therefore, the contaminants collected and removed by the filter sections 5a and 5b and remaining in the bypass pipes 4a and 4b are removed from the bypass pipes in a timely manner and without water interruption, when the amount of the remaining substances reaches the permissible limit. It can be discharged outside of 4a and 4b. Also,
This allows the removal efficiency of the filter sections 5a, 5b to be kept constant. In addition, in the above-mentioned discharge state, by closing the main valve 3 and allowing the entire amount of flowing water A flowing into the collector body 2 to pass through the filter section 5a or 5b, the filter section 5a, 5b Contaminants attached to the surface can be more effectively removed. Furthermore, in this embodiment, the explanation has been made assuming that the flowing water A always flows in one direction in the pipe 1, but if the direction of flow changes with time, as shown in FIG.
Branch pipes 11a and 11b are provided in the middle of the pipe 1 with check valves 12a and 12b interposed therebetween, one branch pipe 11a is provided with the configuration X of the previous embodiment, and the other branch pipe 11b is provided with the configuration X of the previous embodiment. By providing a configuration Y in which the upstream side and the downstream side are reversed, the same effects as in the previous embodiment can be obtained while dealing with changes in the flow direction of running water.

考案の効果 以上述べたごとく、本考案によれば、フイルタ
部によつて捕集除去されてバイパス管内に滞留す
る混入物を、フイルタ部よりも下流側の配水管路
の圧力値、あるいは、フイルタの上流側と下流側
の配水管路の圧力差の値に基づいて、制御装置に
より適時に、しかも不断水状態で、バイパス管の
外へ排出することが出来る。また、このことによ
つてフイルタ部の除去効率を常に一定に保つこと
が出来る。
Effects of the Device As described above, according to the present invention, contaminants collected and removed by the filter section and retained in the bypass pipe can be collected and removed by the pressure value of the water distribution pipe downstream of the filter section or by the filter. Based on the value of the pressure difference between the upstream and downstream water distribution pipes, the control device can discharge water to the outside of the bypass pipe in a timely manner without water interruption. Furthermore, this allows the removal efficiency of the filter section to be kept constant.

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

第1図は本考案の一実施例を示す全体正面図、
第2図は第1図のa−a矢視平面図、第3図は第
1図のb−b矢視側面図、第4図は本考案の他の
実施例を示す構成図である。 1a……上流側の配管、1b……下流側の配
管、2……捕集器本体、3……メインバルブ、4
a,4b……バイパス管、5a,5b……フイル
タ部、6a,6b……排出バルブ、7a,7b…
…排出管、8a,8b……バイパスバルブ、9
a,9b……圧力計、10……制御装置。
FIG. 1 is an overall front view showing an embodiment of the present invention;
2 is a plan view taken along the line aa in FIG. 1, FIG. 3 is a side view taken along line bb in FIG. 1, and FIG. 4 is a configuration diagram showing another embodiment of the present invention. 1a... Upstream piping, 1b... Downstream piping, 2... Collector body, 3... Main valve, 4
a, 4b...Bypass pipe, 5a, 5b...Filter section, 6a, 6b...Discharge valve, 7a, 7b...
...Discharge pipe, 8a, 8b...Bypass valve, 9
a, 9b...pressure gauge, 10...control device.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 配水管路の途中に密閉された槽体を下流側の配
水管路に連通して設け、前記槽体に一対のバイパ
ス管を貫通して設け、前記バイパス管の前記槽体
内に位置する部分の管壁を、通水性を有してかつ
混入物を除去可能なフイルタ部に形成するととも
に、前記バイパス管の一端に排出バルブを設けて
他端をバイパスバルブを介して上流側の配水管路
に連結して設け、前記フイルタ部の上流側と下流
側における配水管路の圧力を検知可能な圧力計を
設け、前記圧力計により検知されるフイルタ部よ
り下流側の圧力値あるいはフイルタ部の上流側と
下流側の圧力差の値に基づいて適宜に、前記バイ
パスバルブと前記排出バルブとを開閉させる制御
装置を設けたことを特徴とする配水管路内におけ
る混入物除去装置。
A sealed tank body is provided in the middle of the water distribution pipe so as to communicate with the water distribution pipe on the downstream side, and a pair of bypass pipes are provided to pass through the tank body, and a portion of the bypass pipe located inside the tank body is provided. The pipe wall is formed into a filter part that has water permeability and can remove contaminants, and a discharge valve is provided at one end of the bypass pipe, and the other end is connected to the upstream water distribution pipe through the bypass valve. Provided are pressure gauges that are connected and capable of detecting the pressure of the water distribution pipe on the upstream and downstream sides of the filter section, and the pressure value detected by the pressure gauge on the downstream side of the filter section or the upstream side of the filter section is provided. A contaminant removal device in a water distribution pipe, characterized in that a control device is provided to open and close the bypass valve and the discharge valve as appropriate based on the value of the pressure difference between the downstream side and the downstream side.
JP19120386U 1986-12-11 1986-12-11 Expired JPH0353689Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19120386U JPH0353689Y2 (en) 1986-12-11 1986-12-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19120386U JPH0353689Y2 (en) 1986-12-11 1986-12-11

Publications (2)

Publication Number Publication Date
JPS6394515U JPS6394515U (en) 1988-06-18
JPH0353689Y2 true JPH0353689Y2 (en) 1991-11-25

Family

ID=31145126

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19120386U Expired JPH0353689Y2 (en) 1986-12-11 1986-12-11

Country Status (1)

Country Link
JP (1) JPH0353689Y2 (en)

Also Published As

Publication number Publication date
JPS6394515U (en) 1988-06-18

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