JPS63267410A - Equipment for removing contaminant in water distribution duct - Google Patents

Equipment for removing contaminant in water distribution duct

Info

Publication number
JPS63267410A
JPS63267410A JP62057561A JP5756187A JPS63267410A JP S63267410 A JPS63267410 A JP S63267410A JP 62057561 A JP62057561 A JP 62057561A JP 5756187 A JP5756187 A JP 5756187A JP S63267410 A JPS63267410 A JP S63267410A
Authority
JP
Japan
Prior art keywords
pipe
water distribution
bypass
bypass pipe
contaminants
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
JP62057561A
Other languages
Japanese (ja)
Inventor
Ei Nakajima
中島 鋭
Shizuo Inoue
井上 静夫
Naoya Tanaka
直也 田中
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP62057561A priority Critical patent/JPS63267410A/en
Publication of JPS63267410A publication Critical patent/JPS63267410A/en
Pending legal-status Critical Current

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  • Filtration Of Liquid (AREA)

Abstract

PURPOSE:To always hold removal efficiency of contaminant in a filter part constant by discharging the contaminant which is collected and removed with the filter part and stopped in a bypass pipe to the outside of the duct properly in a non-water failure state at a point of time when the stagnant reaches tolerance limit. CONSTITUTION:In an ordinary state, flowing water A flowed through a pipeline 1a of the upstream side is introduced into a bypass pipe 3a and thereafter introduced into a pipeline 1b of the downstream side via a filter part 4a, a collector main body 2, a filter part 4b and the other bypass 3b. When the pressure value in the above- mentioned collector main body 2 which is sensed with a pressure gage 7c reaches previously preset prescribed value, a controlling device 8 is actuated and such a state that the discharge valve 5a of the bypass pipe 3a in which contaminant is stagnated is opened is caused and the contaminant stagnated in the bypass 3a is passed through a discharge pipe 6a and a discharge valve 5a together with the above-mentioned flowing water A and discharged to the outside of the duct. After the constant time period elapses, the controlling device 8 is actuated and the discharge valve 5a is closed and this equipment is recovered to the ordinary state.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、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 Field of the Invention 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Mcul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
なっていた。
BACKGROUND OF THE INVENTION Conventionally, water distribution pipes have been frequently used to guide water taken in upstream to downstream facilities. However, if foreign matter such as mud gets mixed into the water distribution pipes, this contaminant will be transported along with the water to the facilities downstream.
There is a problem that becomes an obstacle when using the water supply at the facilities, so a device to remove contaminants has been inserted in the middle of the water distribution pipe. Then, at predetermined intervals when it is estimated that the accumulated amount of the contaminants removed in the device reaches a predetermined amount, the contaminants in the device are manually discharged.

発明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
る問題があった。
Problems to be solved by the invention However, the increase in the amount of contaminants retained is not uniform;
There is a problem in that the predetermined amount is reached within a shorter period of time than the predetermined period, resulting in a decrease in the removal efficiency of contaminants and an increase in pressure loss within the device.

本発明は、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, and aims to provide a contaminant removal device that appropriately discharges the contaminants from inside the device when the retained amount of the 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、本発明は、配水管路の途中
に、密閉された槽体とこの槽体を貫通して設けられるバ
イパス管とを、このバイパス管の一端を上流側の配水管
路に連結するとともに前記槽体を下流側の配水管路に連
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
ィルタ部に形成するとともに、前記バイパス管の他端に
、排出バルブを設け、前記フィルタ部の上流側と下流側
における配水管路内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ィルタ部より下流側の圧
力値あるいは、フィ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排出バルブ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 system in which a sealed tank body and a bypass pipe provided through the tank body are provided in the middle of a water distribution pipe. One end is connected to an upstream water distribution pipe, and the tank body is provided in communication with a downstream water distribution pipe, and the pipe wall of the portion of the bypass pipe located inside the tank body has water permeability. and a pressure gauge capable of detecting the pressure in the water distribution pipe on the upstream and downstream sides of the filter section, the bypass pipe having a discharge valve provided at the other end of the bypass pipe and capable of removing contaminants. established,
A control device is provided that opens and closes the discharge valve as appropriate based on the pressure value downstream of the filter section detected by the pressure gauge or the value of the pressure difference between the upstream side and the downstream side of the filter section. It is.

作用 上記の構成において、通常状態すなわち、排出バルブが
閉成された状態(こおいて、上流側の配水管路を流れる
流水によって移送される混入物は、流水とともにバイパ
ス管に流入する。そして、流水はこのバイパス管のフィ
ルタ部を通過して槽体内に流入した後に、下流側の配水
管路内に流入する。また、混入物はバイパス管のフィル
タ部により捕集除去されて、バイパス管内に滞留する。
Operation In the above configuration, in a normal state, that is, a state in which the discharge valve is closed (here, contaminants transported by the flowing water flowing through the upstream water distribution pipe flow into the bypass pipe together with the flowing water. The flowing water passes through the filter section of this bypass pipe and flows into the tank body, and then flows into the water distribution pipe on the downstream side.In addition, contaminants are collected and removed by the filter section of the bypass pipe, and then enter the bypass pipe. stay.

そして、混入物がバイパス管内に滞留するとともにバイ
パス管のフィルタ部に付着するにつれて、このフィルタ
部を通過する流水の圧力損失が増大し。
As the contaminants stay in the bypass pipe and adhere to the filter section of the bypass pipe, the pressure loss of the flowing water that passes through this filter section increases.

前記フィ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、さらに前記フィ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前記フィルタ部より
下流側の配水管路内の圧力値あるいは、前記フィルタ部
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、混入物が滞留するバイパス管の排
出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、バイパス管に滞留する混入物は、上流側の
配水管路より流れて来る流水とともに排出バルブを通っ
て管路外に排出される。
The pressure within the water distribution pipe on the downstream side of the filter section decreases. Then, as the filter section further progresses in collecting and removing contaminants, the pressure value in the water distribution pipe downstream of the filter section detected by the pressure gauge, or the pressure value in the water distribution pipe on the upstream and downstream sides of the filter section When the value of the pressure difference in the water pipe reaches a predetermined predetermined value, that is, the value resulting from the accumulation of contaminants within the permissible limit,
The control device operates, and the discharge valve of the bypass pipe in which the contaminants are retained is opened to be in a discharge state. In the discharge state, the contaminants remaining in the bypass pipe are discharged to the outside of the pipe through the discharge valve together with the water flowing from the upstream water distribution pipe.

この時、流水は前記フィルタ部を通過して下流側lども
流れるので、捕集除去された混入物を、上流側の配水管
路から下流側の配水管路へ常に通水させた状態いわゆる
不断水状態において排出することが出来る。そして、一
定時間後に、制御装置が作動して、前記排出バルブが閉
成されて通常状聾に戻る。
At this time, the running water passes through the filter section and flows downstream, so the collected and removed contaminants are constantly passed from the upstream water distribution pipe to the downstream water distribution pipe, which is called a continuous flow. It can be discharged in water. Then, after a certain period of time, the control device is activated to close the discharge valve and return to the normal state of deafness.

実施例 以下、本発明の一実施例を図面に基づいて説明する。第
1図〜第8図において、土中に敷設されて配水管路を形
成する配管lの途中に、密閉された槽体を成す捕集器本
体2とこの捕集器本体2を貫通して設けられた一対のバ
イパスff8a、sbとが。
EXAMPLE Hereinafter, an example of the present invention will be described based on the drawings. In Figures 1 to 8, in the middle of a pipe l that is laid in the soil and forms a water distribution pipe, there is a collector body 2 that forms a sealed tank body, and a collector body 2 that passes through the collector body 2. A pair of bypasses ff8a and sb are provided.

一方のバイパス管3aの一端を上流側の配管1aに連結
するとともに他方のバイパスHabの一端を下流側の配
管1bに連結して設けられている。両バイパス98a、
8bの捕集器本体2の内部に位置する部分には、管体を
なすフィルタ部4a、 4bが介装されている。フィル
タ4a、4b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製金
鋼で形成されている。また、両バイパスi8a、8bの
他端には、電動式の排出バルブ5a、5bを介在させた
排出管6a、6bがそれぞれ連結して設けられている。
One end of one bypass pipe 3a is connected to piping 1a on the upstream side, and one end of the other bypass pipe 3a is connected to piping 1b on the downstream side. both bypasses 98a,
Filter portions 4a and 4b in the form of tubes are interposed in the portion of the filter 8b located inside the collector body 2. The filters 4a and 4b have tube walls that are permeable to water and can remove contaminants, and are made of stainless steel of about 100 mesh. In addition, exhaust pipes 6a and 6b with electrically operated exhaust valves 5a and 5b interposed therebetween are connected to the other ends of both bypasses i8a and 8b, respectively.

そして、上流側の配管1aと下流側の配管1bおよび捕
集器本体2には、それぞれの管内の圧力を検知可能な圧
力計7a、7b、7cが設けられている。そして、排出
バルブ5a、5bと圧力計7a、7b、7cは、制御装
置8に電気的に接続されている。、1III御装置8は
、捕集器本体2の圧力計70で検知される一方のバイパ
ス管8aのフィルタ部4aより下流側の圧力値あるいは
、上流側の圧力計7aと捕集器本体2の圧力計7cで検
知されるフィルタ部4aの上流側と下流側の圧力差の値
に基づいて適宜に一方のバイパス管8aの排出バルブ5
aを開閉させるとともに、配管1内の流水の流れが逆転
した時には、圧力計7b、7cにより他方のバイパスw
3bのフィルタ部4bに対して、検知される下流側の圧
力値、および上流側と下流側の圧力差の値に基づいて他
方のバイパス管3bの排出バルブ5bを開閉させるよう
に構成されている。
The upstream piping 1a, the downstream piping 1b, and the collector main body 2 are provided with pressure gauges 7a, 7b, and 7c that can detect the pressure inside each pipe. The discharge valves 5a, 5b and pressure gauges 7a, 7b, 7c are electrically connected to the control device 8. , 1III control device 8 detects the pressure value downstream of the filter section 4a of one of the bypass pipes 8a detected by the pressure gauge 70 of the collector body 2, or the pressure value between the pressure gauge 7a on the upstream side and the collector body 2. The discharge valve 5 of one of the bypass pipes 8a is adjusted as appropriate based on the value of the pressure difference between the upstream side and the downstream side of the filter section 4a detected by the pressure gauge 7c.
When a is opened and closed and the flow of water in the pipe 1 is reversed, the other bypass w is detected by the pressure gauges 7b and 7c.
3b, the discharge valve 5b of the other bypass pipe 3b is opened and closed based on the detected downstream pressure value and the value of the pressure difference between the upstream side and the downstream side. .

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1両排出バルブ5a、5bが閉成された状態にお
いて、上流側の配管1aを流れる流水Alζよって移送
される混入物は、流水Aとともに一方のバイパス管3a
に流入する。そして、流水Aはフィルタ部4aを通過し
て捕集器本体2内に流入した後に、他方のバイパス管3
bのフィルタ部4bを通過して他方のバイパス管8b内
を通り、下流側の配管lb内に流入する。また、混入物
は一方のバイパス管1aのフィルタ部4aにより捕集除
去されて、一方のバイパス管sa内に滞留する。そして
、混入物が一方のバイパス管8aの内に滞醪するととも
に、このバイパスfl 8aのフィルタ部4aに付着す
るにつれて、フィルタ部4aを通過する流水Aの圧力損
失が増大し、前記フィルタ部4aより下流側の捕集器本
体2内の圧力が低下する。そして、さらにフィルタ部に
よる混入物の捕集除去が進行して圧力計7Cで検知され
るフィルタ部4aより下流側の捕集器本体2内の圧力値
、あるいは圧力計7a、7cで検知される、フィルタ部
4aより上流側の配管lb内の圧力とフィルタ部4aよ
り下流側の捕集器本体2内の圧力との差の値が、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なる値に達した時に、制御装
置8が作動して、混入物が滞留する一方のバイパス管−
の排出バルブ5aが開成された排出状態となる。そして
、排出状態において、一方のバイパス管8aに滞留する
混入物は、上流側の配管1aより流れて来る流水Aとと
もに排出管6aおよび排出バルブ5aを通って管路外に
排出される。この時、流水Aはフィルタ部4aを通過し
て下51ε側にも流れるので、捕集除去された混入物を
、上流側の配管1aから下流側の配管1bへ常に通水さ
せた状態、いわゆる不断水状態において排出することが
出来る。そして、一定時間後に、制御装置8が作動して
、排出バルブ5aが閉成されて通常状態に戻る。次に、
配wl内を流れる流水Aの流れの方向が逆転した時には
、他方のバイパス管8bのフィルタ部4bによって混入
物が除去され、圧力計7b、7cによって検知される圧
力値に基づいて、前述した作用と同様にして管路外に混
入物が排出される。したがって、配管l中を逆方向に流
れる流水Bにも対応することが出来る。ただし、流水A
もしくはBの流れが変る前に一度、滞留した混入物を排
出するものとする。
The operation of the above configuration will be explained. In a normal state, that is, when both discharge valves 5a and 5b are closed, contaminants transferred by the flowing water Alζ flowing through the upstream pipe 1a are transferred together with the flowing water A to the bypass pipe 3a.
flows into. Then, the flowing water A passes through the filter part 4a and flows into the collector body 2, and then flows into the other bypass pipe 3.
It passes through the filter section 4b of the filter part 4b, passes through the other bypass pipe 8b, and flows into the downstream pipe lb. Further, the contaminants are collected and removed by the filter portion 4a of one bypass pipe 1a, and remain in one bypass pipe sa. As the contaminants accumulate in one bypass pipe 8a and adhere to the filter part 4a of this bypass fl 8a, the pressure loss of the flowing water A passing through the filter part 4a increases, and the filter part 4a increases. The pressure inside the collector body 2 on the downstream side decreases. Then, as the filter section continues to collect and remove contaminants, the pressure value in the collector body 2 downstream of the filter section 4a is detected by the pressure gauge 7C, or the pressure value is detected by the pressure gauges 7a and 7c. , the value of the difference between the pressure in the pipe lb upstream from the filter part 4a and the pressure in the collector main body 2 downstream from the filter part 4a is a preset predetermined value, that is, the contaminants remain within the permissible limit. When the resulting value is reached, the control device 8 is actuated to remove one of the bypass pipes in which the contaminants are retained.
The discharge valve 5a is in an open discharge state. In the discharge state, the contaminants remaining in one of the bypass pipes 8a are discharged to the outside of the pipe through the discharge pipe 6a and the discharge valve 5a together with the flowing water A flowing from the upstream pipe 1a. At this time, the flowing water A passes through the filter part 4a and also flows to the lower 51ε side, so that the collected and removed contaminants are constantly passed from the upstream piping 1a to the downstream piping 1b, so-called It can be discharged without water interruption. After a certain period of time, the control device 8 is activated to close the discharge valve 5a and return to the normal state. next,
When the flow direction of the flowing water A flowing through the distribution pipe is reversed, contaminants are removed by the filter section 4b of the other bypass pipe 8b, and the above-mentioned effect is performed based on the pressure value detected by the pressure gauges 7b and 7c. Contaminants are discharged out of the pipe in the same way. Therefore, it is possible to cope with the flowing water B flowing in the opposite direction in the pipe l. However, running water A
Alternatively, it is assumed that the accumulated contaminants are discharged once before the flow of B changes.

次に、第4図〜第5図は本発明の他の実施例を示すもの
であり、配管11の途中に、竪型の捕集器本体12が下
流側の配管11aに1a動式の仕切バルブ18を介して
連結されて設けられており、この捕集器本体18を貫通
するバイパス管14力将1)集器本体12内で水平方向
の配管11に対して垂直方向に挿通して設けられており
、この垂直方向部分がフィルタ部15に形成されている
。そして、バイパス管14の一端は上流側の配管11b
に連結されており、バイパス管15の他端には、電動式
の排出バルブ16を介在させた排出管17が連結されて
いる。また、下流側の配管11aおよび上流側の配管1
1bには、それぞれ圧力計18a、18bが設けられて
いる。そして、仕切バルブ18と圧力計18a、18b
と排出バルブ16は制御装fIi19に電気的に接続さ
れている。制御装置19は圧力計18a、18bで検知
される圧力の値に基づいて適宜に仕切バルブ18および
排出バルブ16を開閉i1+j制御するようになされて
いる。この構成において、仕切バルブ18が開成され、
排出バルブ16が閉成された通常状態では、下流側の配
置i′11b内を流水Cとともに移送される混入物はバ
イパス管14のフィルタ部15によって捕集除去され、
フィルタ部15内に滞留する。一方、流水Cはフィルタ
部15を通過して捕集器本体12内に流入した後に、下
流側の配管11a内に流入する。そして、フィルタ部1
5に滞留あるいは付着する混入物の量が増えるにしたが
って下流側の配管11a内の圧力が低下する。
Next, FIGS. 4 and 5 show another embodiment of the present invention, in which a vertical collector body 12 is installed in the middle of the pipe 11, and a 1a dynamic partition is installed in the downstream pipe 11a. A bypass pipe 14 is provided connected to the collector body 18 via a valve 18, and the bypass pipe 14 is inserted through the collector body 12 in a vertical direction to the horizontal piping 11. This vertical portion is formed in the filter section 15. One end of the bypass pipe 14 is connected to the upstream pipe 11b.
The other end of the bypass pipe 15 is connected to a discharge pipe 17 with an electrically operated discharge valve 16 interposed therebetween. In addition, the downstream piping 11a and the upstream piping 1
1b is provided with pressure gauges 18a and 18b, respectively. Then, the partition valve 18 and the pressure gauges 18a, 18b
and the discharge valve 16 are electrically connected to the control device fIi19. The control device 19 is configured to appropriately control the opening and closing of the partition valve 18 and the discharge valve 16 i1+j based on the pressure values detected by the pressure gauges 18a and 18b. In this configuration, the gate valve 18 is opened;
In the normal state when the discharge valve 16 is closed, contaminants transferred together with the flowing water C in the downstream arrangement i'11b are collected and removed by the filter section 15 of the bypass pipe 14.
Remains in the filter section 15. On the other hand, the flowing water C passes through the filter section 15 and flows into the collector body 12, and then flows into the downstream piping 11a. And filter section 1
As the amount of contaminants that remain or adhere to the pipe 5 increases, the pressure inside the downstream pipe 11a decreases.

そして、下流側の圧力計18aで検知される圧力値、あ
るいは両正力計18a、 18bで検知される圧力の差
の値が、あらかじめ設定された所定値に達すると、a+
f制御装置19により排出バルブ16が開成されて排出
状態となる。この排出状態において、フィルタ部15内
に滞留する混入物は流水Cとともに排出管17内に流入
して排出される。この時、流水Cはフィルタ部15を通
過して下流側にも流れるので不断水状態において混入物
を排出することが出来る。また、必要に応じて仕切バル
ブ18を閉成することにより、フィルタ部15を通過す
る流水Cをなくしてフィルタ部15内を流通する流水C
の流量および勢いを増加させ、フィルタ部15に付着す
る混入物をはく離させる。そして、一定時間後に、制御
装置19により通常状態に戻す。したがって、この実施
例によれば、捕集除去された混入物を適時に、不断水状
態で排出することが出来るとともに、捕集器本体t2お
よびフィルタ部15を垂直方向に配置することによって
装置の設置に要するスペースを小さなものとすることが
出来る。
Then, when the pressure value detected by the downstream pressure gauge 18a or the value of the difference between the pressures detected by both positive force gauges 18a and 18b reaches a preset predetermined value, a+
The discharge valve 16 is opened by the f control device 19 and enters the discharge state. In this discharge state, the contaminants remaining in the filter section 15 flow into the discharge pipe 17 together with the flowing water C and are discharged. At this time, the flowing water C passes through the filter section 15 and also flows to the downstream side, so that contaminants can be discharged without water interruption. In addition, by closing the partition valve 18 as necessary, the flowing water C passing through the filter section 15 can be eliminated and the flowing water C flowing inside the filter section 15.
The flow rate and force of the filter section 15 are increased to remove contaminants adhering to the filter section 15. Then, after a certain period of time, the control device 19 returns to the normal state. Therefore, according to this embodiment, the collected and removed contaminants can be discharged in a timely manner without water interruption, and by arranging the collector main body t2 and the filter section 15 in the vertical direction, the device can be The space required for installation can be reduced.

発明の効果 以上述べたごとく、本発明によれば、フィルタ部によっ
て捕集除去されてバイパス管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、適時にかつ不断水
状態で管路外へ排出することが出来る。また、上記のこ
とによって、フィ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 Invention As described above, according to the present invention, the contaminants that are collected and removed by the filter section and remain in the bypass pipe are removed in a timely manner and without water interruption when the amount of contaminants that remain in the bypass pipe reaches the permissible limit. It can be discharged outside the pipe. Moreover, by the above, the removal efficiency of the filter section can always be kept constant.

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

第1図は本発明の一実施例を示す全体構成図、第2図は
第1図のa−a矢視平面図、第8図は第1図のb−b矢
視側面図、第4図は本発明の他の実施例を示す全体構成
図、第5図は第4図のd−d矢視図である。 la、lb、lla、1lb−配管、2.12・・・捕
集器本体、8a、8b、14−バイパス管、4a、4b
、15−フィルタ部、5a、5b、16=−排出バルブ
、6a、6b、17−排出管、7a。 7b、7c、18a、18b =・圧力計、 8 、1
9−・・制御装置、13・・・仕切バルブ。
FIG. 1 is an overall configuration diagram showing an embodiment of the present invention, FIG. 2 is a plan view taken along the a-a arrow in FIG. 1, FIG. 8 is a side view taken along the bb--b arrow in FIG. This figure is an overall configuration diagram showing another embodiment of the present invention, and FIG. 5 is a view taken along the line dd in FIG. 4. la, lb, lla, 1lb-piping, 2.12... collector body, 8a, 8b, 14-bypass pipe, 4a, 4b
, 15-filter section, 5a, 5b, 16=-discharge valve, 6a, 6b, 17-discharge pipe, 7a. 7b, 7c, 18a, 18b = Pressure gauge, 8, 1
9-...Control device, 13...Gate valve.

Claims (1)

【特許請求の範囲】 1、配水管路の途中に、密閉された槽体とこの槽体を貫
通して設けられるバイパス管とを、このバイパス管の一
端を上流側の配水管路に連結するとともに前記槽体を下
流側の配水管路に連通して設け、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ィルタ部に形成するとともに、前記
バイパス管の他端に、排出バルブを設け、前記フィルタ
部の上流側と下流側における配水管路内の圧力を検知可
能な圧力計を設け、前記圧力計により検知されるフィル
タ部より下流側の圧力値あるいは、フィルタ部の上流側
と下流側の圧力差の値に基づいて適宜に前記排出バルブ
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。 2、槽体を貫通して一対のバイパス管を設け、一方のバ
イパス管を上流側の配水管路に連結するとともに、他の
バイパス管を下流側の配水管路に連結したことを特徴と
する特許請求の範囲第1項に記載の配水管路内における
混入物除去装置。 3、槽体を貫通して設けられるバイパス管のフィルタ部
を水平方向の配水管路に対して垂直方向に形成したこと
を特徴とする特許請求の範囲第1項又は第2項に記載の
配水管路内における混入物除去装置。
[Claims] 1. In the middle of a water distribution pipe, a sealed tank and a bypass pipe are provided passing through the tank, and one end of the bypass pipe is connected to the upstream water distribution pipe. At the same time, the tank body is provided in communication with a water distribution pipe on the downstream side, 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. At the same time, a discharge valve is provided at the other end of the bypass pipe, and a pressure gauge capable of detecting the pressure in the water distribution pipe on the upstream and downstream sides of the filter section is provided, and the filter section is detected by the pressure gauge. Removal of contaminants in a water distribution pipe, characterized by providing a control device that opens and closes the discharge valve as appropriate based on the pressure value on the downstream side or the value of the pressure difference between the upstream side and the downstream side of the filter section. Device. 2. A pair of bypass pipes are provided through the tank body, one bypass pipe is connected to the water distribution pipe on the upstream side, and the other bypass pipe is connected to the water distribution pipe on the downstream side. A device for removing contaminants in a water distribution pipe according to claim 1. 3. The arrangement according to claim 1 or 2, characterized in that the filter portion of the bypass pipe provided to penetrate the tank body is formed in a direction perpendicular to the horizontal water distribution pipe. A device for removing contaminants in water pipes.
JP62057561A 1986-12-11 1987-03-12 Equipment for removing contaminant in water distribution duct Pending JPS63267410A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62057561A JPS63267410A (en) 1986-12-11 1987-03-12 Equipment for removing contaminant in water distribution duct

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP19120286 1986-12-11
JP61-191202 1986-12-11
JP62057561A JPS63267410A (en) 1986-12-11 1987-03-12 Equipment for removing contaminant in water distribution duct

Publications (1)

Publication Number Publication Date
JPS63267410A true JPS63267410A (en) 1988-11-04

Family

ID=26398625

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62057561A Pending JPS63267410A (en) 1986-12-11 1987-03-12 Equipment for removing contaminant in water distribution duct

Country Status (1)

Country Link
JP (1) JPS63267410A (en)

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