JP2006023196A - Water level detecting device of scum removing device - Google Patents

Water level detecting device of scum removing device Download PDF

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JP2006023196A
JP2006023196A JP2004201977A JP2004201977A JP2006023196A JP 2006023196 A JP2006023196 A JP 2006023196A JP 2004201977 A JP2004201977 A JP 2004201977A JP 2004201977 A JP2004201977 A JP 2004201977A JP 2006023196 A JP2006023196 A JP 2006023196A
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pipe
water level
schema
purge
scum
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JP4496865B2 (en
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Masahiro Takahashi
政宏 高橋
Hiroyuki Kitajima
広之 北嶋
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Meidensha Corp
Meidensha Electric Manufacturing Co Ltd
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Meidensha Electric Manufacturing Co Ltd
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  • Removal Of Floating Material (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To detect a water level in two directions of the normal rotation side (the upstream side) and reverse rotation side (the downstream side) of a pipe skimmer. <P>SOLUTION: This device is constituted so that an air pressure source and a pressure switch 12 are connected via a connecting pipe 10 to a support part 17 installed in the pipe skimmer 4; a pair of purge pipes 20 and 21 are supported by the support part 17; a lever 25 having a seal part 26 on the upper end and having a weight on the lower end, is rotatably installed in the support part 17; an overflow part 4c composed of an edge part of its opening part 1a, makes scum sinking and floating under the water surface flow in from the opening part 1a in normal rotation or reverse rotation of the pipe skimmer 4; the tip of one purge pipe sinks under the water level, and blocks up the other purge pipe by a seal part 26; the predetermined depth from the water level is detected by operating the pressure switch 12 when air pressure in the connecting pipe 10 becomes predetermined pressure; and the pipe skimmer 4 is stopped. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、下水処理施設の沈殿池に付設されるスカム除去装置において、沈殿池に浮上するスカムを除去する際に使用される水位検知装置に関するものである。   The present invention relates to a scum removing device attached to a sedimentation basin of a sewage treatment facility, and relates to a water level detection device used when removing scum floating on the sedimentation basin.

下水処理施設では、下水が最初沈殿池、曝気槽及び最終沈殿池を経て、処理水は処理場内水路に放流され、沈降した汚泥はフライト式沈砂掻寄機等により回収される。処理水は、最終沈殿池から場内水路を経て、河川に放流される。最初及び最終沈殿池には、スカム除去装置が設けられ、浮上するスカムを収集、排出している。   In the sewage treatment facility, the sewage passes through the first settling basin, the aeration tank, and the final settling basin, and the treated water is discharged into the water channel in the treatment plant, and the settled sludge is collected by a flight-type sand scourer. The treated water is discharged from the final sedimentation basin through the in-site water channel into the river. In the first and final sedimentation basins, a scum removing device is provided to collect and discharge floating scum.

従来、下水処理場の沈殿池に浮上するスカムを除去するスカム除去装置としては、パイプスキーマ装置が使用されている。その一例を特許文献1により説明する。図5(a),(b)は特許文献1に示された従来のスカム除去装置の概略縦断側面図及び概略横断平面図、図6(a),(b)はその水位検知装置の水位検知状態(スカム除去状態)及び待機状態の断面図を示し、第1沈殿池1は基礎コンクリート部に左右側壁1aと前後側壁1bとを設けた方形状の沈殿池であり、後側壁1bに処理水越流部1dが設けられ、池床1cには沈降する汚泥を掻き取るフライト式沈砂掻寄機等が設けられる。第1沈殿池1は蓋1eで覆われている。処理水越流部1dを越流した越流水は導水渠2を経て第2沈殿池等へと流入する。第1沈殿池1に付設されたスカム除去装置3は、第1沈殿池1の水面近傍に浮上するスカムを回収する。   Conventionally, a pipe schema device has been used as a scum removing device that removes scum floating on a settling basin of a sewage treatment plant. An example of this will be described in Patent Document 1. 5A and 5B are a schematic longitudinal side view and a schematic transverse plan view of the conventional scum removing device disclosed in Patent Document 1, and FIGS. 6A and 6B are water level detections of the water level detection device. The first sedimentation basin 1 is a rectangular sedimentation basin with left and right side walls 1a and front and rear side walls 1b provided on the foundation concrete part, and the treated water is passed over the rear side wall 1b. A flow section 1d is provided, and a pond bed 1c is provided with a flight-type sand sinking machine or the like that scrapes the settled sludge. The first sedimentation basin 1 is covered with a lid 1e. The overflow water that has overflowed the treated water overflow section 1d flows into the second sedimentation basin and the like through the water diversion channel 2. The scum removing device 3 attached to the first sedimentation basin 1 collects the scum that floats near the water surface of the first sedimentation basin 1.

スカム除去装置3は、主にパイプスキーマ4と圧力スイッチ式水位検知装置5とで構成されている。筒状のパイプスキーマ4は、多数の開口部4aが設けられ、パイプスキーマ4の両端は左右側壁1aに軸受部4bで回動自在に架橋状に支持され、被処理水の流れに対して直交する方向に水平に配置されている。パイプスキーマ4にはパージ管6が設けられ、電動機7を駆動することによりパイプスキーマ4が回転し、パイプスキーマ4と共にパージ管6も回動する。パイプスキーマ4の第1沈殿池1外に突出した開放端部は脱水機15に接続され、パイプスキーマ4で回収されたスカムSは脱水機15に送入され、処理水と汚泥とに分離される。処理水は第2沈殿池に流下し、汚泥は汚泥処理装置へと搬送される。   The scum removing device 3 mainly includes a pipe schema 4 and a pressure switch type water level detecting device 5. The tubular pipe schema 4 is provided with a large number of openings 4a, and both ends of the pipe schema 4 are supported in a bridging manner by the bearing portions 4b on the left and right side walls 1a and orthogonal to the flow of the water to be treated. It is arranged horizontally in the direction to do. The pipe schema 4 is provided with a purge pipe 6. When the electric motor 7 is driven, the pipe schema 4 is rotated, and the purge pipe 6 is also rotated together with the pipe schema 4. The open end of the pipe schema 4 that protrudes outside the first sedimentation basin 1 is connected to a dehydrator 15, and the scum S collected by the pipe schema 4 is sent to the dehydrator 15 and separated into treated water and sludge. The The treated water flows down to the second settling basin, and the sludge is conveyed to the sludge treatment device.

圧力スイッチ式水位検知装置5について説明すると、パージ管6は、両端が開放された管状のものであり、パイプスキーマ4に設けられた腕部材8に位置調整部材9を介して支持されている。パージ管6の一方の開放端部6aには導圧管10が接続され、他の開放端部6bは開放されている。導圧管10には、圧力計11、圧力スイッチ12、送風機13が接続されている。位置調整部材9は、パージ管6の長さの調整と第1沈殿池1の水面への挿入角度等の調整ができ、調整後固定される。パージ管6の近傍の導圧管10は、可撓性のあるフレキシブルパイプが使用される。なお、送風機13は、圧力空気供給手段であればよく、例えばポンプであってもよい。   The pressure switch type water level detection device 5 will be described. The purge pipe 6 is a tubular pipe having both ends opened, and is supported by an arm member 8 provided in the pipe schema 4 via a position adjustment member 9. A pressure guiding pipe 10 is connected to one open end 6a of the purge pipe 6, and the other open end 6b is open. A pressure gauge 11, a pressure switch 12, and a blower 13 are connected to the pressure guiding tube 10. The position adjusting member 9 can adjust the length of the purge pipe 6 and the insertion angle of the first settling basin 1 to the water surface, and is fixed after the adjustment. As the pressure guiding pipe 10 in the vicinity of the purge pipe 6, a flexible pipe is used. In addition, the air blower 13 should just be a pressurized air supply means, for example, may be a pump.

パージ管6の開放端部6bは水面に挿入されて塞がれると、パージ管6及び導圧管10内の空気圧が上昇して圧力スイッチ12が作動し、圧力スイッチ12から電気信号が出力されて制御装置14に入力され、制御装置14から電動機7を制御するための制御信号が出力される。制御装置14には、第1沈殿池1の水位を検出するための手順をプログラムすることができ、圧力スイッチ式水位検知装置5が水位を間欠的に検出するように制御することができる。送風機13は、下水処理施設の曝気槽に供給されている曝気用空気を供給している送風機を兼用してもよい。その場合、曝気用空気を水位検知装置5へと配管を施して分配して使用する。なお、圧力スイッチ12は、大気の気圧変動に左右されないように、差圧式の圧力スイッチが用いられる。   When the open end 6b of the purge pipe 6 is inserted into the water surface and blocked, the air pressure in the purge pipe 6 and the pressure guiding pipe 10 rises, the pressure switch 12 is activated, and an electric signal is output from the pressure switch 12. The control signal is input to the control device 14 and a control signal for controlling the electric motor 7 is output from the control device 14. The control device 14 can be programmed with a procedure for detecting the water level of the first sedimentation basin 1 and can be controlled so that the pressure switch type water level detection device 5 detects the water level intermittently. The blower 13 may also serve as a blower that supplies aeration air supplied to the aeration tank of the sewage treatment facility. In that case, the aeration air is distributed to the water level detection device 5 by using piping. The pressure switch 12 is a differential pressure type pressure switch so as not to be affected by atmospheric pressure fluctuations.

次に、上記構成の動作を説明する。まず、スカム除去装置3(水位検知装置5)が待機状態にある場合、図6(b)に示すように、パイプスキーマ4の開口部4aは上方を向き、パージ管6の開放端部6bは空中に開放している。パージ管6に供給された圧力空気は、開放端部6bから空気中に放出され、圧力計11は零Paを示している。   Next, the operation of the above configuration will be described. First, when the scum removal device 3 (water level detection device 5) is in a standby state, as shown in FIG. 6B, the opening 4a of the pipe schema 4 faces upward, and the open end 6b of the purge pipe 6 is Open to the air. The pressure air supplied to the purge pipe 6 is discharged into the air from the open end 6b, and the pressure gauge 11 indicates zero Pa.

制御装置14からの制御信号に基づいて電動機7を作動すると、パイプスキーマ4が図6(b)のY方向に回転し、パージ管6の開放端部6bからは約100mmH2O(約980Pa)の圧力空気が放出され、パージ管6の開放端部6bが第1沈殿池1の水面に達すると、パイプスキーマ4の開口部4aの縁部である越流部4cが水面より僅かに水没して、さらにパイプスキーマ4が回転し、堰高(水面から開放端部6bまでの距離)Aが約45mmに達すると、図6(a)に示すように浮遊するスカムがパイプスキーマ4の開口部4aから流入する。一方、パイプスキーマ4の回転に伴って、パージ管6の開放端部6bが水中に挿入されると、導圧管10内の圧力が急激に上昇して圧力スイッチ12が作動し、電気信号が制御装置14に供給される。これによって、制御装置14は制御信号を出力し、電動機7の動作を停止するよう制御し、パイプスキーマ4の回転を停止する。 When the electric motor 7 is operated based on the control signal from the control device 14, the pipe schema 4 rotates in the Y direction in FIG. 6B, and about 100 mmH 2 O (about 980 Pa) from the open end 6b of the purge pipe 6. When the open end portion 6b of the purge pipe 6 reaches the water surface of the first settling basin 1, the overflow portion 4c that is the edge of the opening 4a of the pipe schema 4 is slightly submerged from the water surface. Then, when the pipe schema 4 further rotates and the weir height (distance from the water surface to the open end 6b) A reaches about 45 mm, the floating scum becomes the opening of the pipe schema 4 as shown in FIG. It flows in from 4a. On the other hand, when the open end 6b of the purge pipe 6 is inserted into the water with the rotation of the pipe schema 4, the pressure in the pressure guiding pipe 10 suddenly rises and the pressure switch 12 is activated to control the electric signal. Supplied to the device 14. As a result, the control device 14 outputs a control signal, performs control to stop the operation of the electric motor 7, and stops the rotation of the pipe schema 4.

一方、第1沈殿池1に浮遊するスカムはパイプスキーマ4の開口部4aの越流部4cを超えて開口部4a内に流入し、脱水機15へと流れ込み、汚泥と処理水とに分離される。なお、パイプスキーマ4が回転してパージ部6の開放端部6bが水面に達した際に、パージ部6が水面に対して垂直に挿入されることが望ましく、またパージ管6の開放端部6bが水面に達すると、開口部4aの越流部4cが略水面に位置するような位置関係に設定する。   On the other hand, the scum floating in the first sedimentation basin 1 flows into the opening 4a beyond the overflow part 4c of the opening 4a of the pipe schema 4, flows into the dehydrator 15, and is separated into sludge and treated water. The When the pipe schema 4 rotates and the open end 6b of the purge unit 6 reaches the water surface, the purge unit 6 is preferably inserted perpendicularly to the water surface, and the open end of the purge pipe 6 When 6b reaches the water surface, the positional relationship is set such that the overflow portion 4c of the opening 4a is positioned substantially on the water surface.

さらに、パージ管6の開放端部6bが水面より深く挿入されると、越流部4cが水面深く水没して堰高Aが高くなり、スカムが越流部4cを超えてパイプスキーマ4内に流れ込む。なお、越流部4cが必要以上に深くなると、堰高Aが高くなりすぎてパイプスキーマ4内に流入する被処理水の量が多くなり、その後段の脱水機15に負荷がかかり過ぎ、経済的でない。従って、最適な堰高Aに設定されるように、パージ管6の開放端部6bと越流部4cの位置関係が調整される。   Further, when the open end portion 6b of the purge pipe 6 is inserted deeper than the water surface, the overflow portion 4c is submerged deeply on the water surface and the weir height A increases, and the scum exceeds the overflow portion 4c and enters the pipe schema 4. Flows in. If the overflow section 4c becomes deeper than necessary, the weir height A becomes too high and the amount of water to be treated flowing into the pipe schema 4 increases, and the subsequent dehydrator 15 is overloaded, which is economical. Not right. Accordingly, the positional relationship between the open end portion 6b of the purge pipe 6 and the overflow portion 4c is adjusted so that the optimum weir height A is set.

なお、パージ管6は、沈殿池等で発生する硫化水素等で腐食しない材質が望ましく、又、スカムや夾雑物等が付着したとしても腐食しない材質が望ましく、さらに撥水性が良好な材質が望ましい。   The purge pipe 6 is preferably made of a material that does not corrode due to hydrogen sulfide generated in a sedimentation basin or the like, and is preferably made of a material that does not corrode even if scum or contaminants adhere to it. .

なお、沈殿池では水位が変動する。そこで、水位検知装置5による水位検知を一回のみとすると、時間経過に伴って、水位変動による堰高が高くなり過ぎて、不必要に処理水がパイプスキーマ4内に流入して経済的でなく、また堰高が浅くなり過ぎると、スカムを十分に回収することができない。このため、例えば水位検知を3〜4分間隔で実施するのが望ましい。このスカム除去操作を簡単に説明すれば、パイプスキーマ4をスカムを回収し得る位置とし、3〜4分が経過した後に、パイプスキーマ4を逆方向に回転させてパージ管6を待機状態とし、直ちにパイプスキーマ4を回転させて水位を検知し、パイプスキーマ4を最適な堰高に設定する。水位変動に対応し得るように、このような待機、水位検知を繰り返して、パイプスキーマ4の堰高が正確に設定されるように制御する。制御装置14はこのような水位計測プログラムを記憶されており、自動的にスカムの除去を実施する。   The water level fluctuates in the sedimentation basin. Therefore, if the water level detection by the water level detection device 5 is performed only once, the weir height due to the fluctuation of the water level becomes too high with time, and the treated water flows into the pipe schema 4 unnecessarily. If the weir height is too shallow, the scum cannot be recovered sufficiently. For this reason, for example, it is desirable to perform water level detection at intervals of 3 to 4 minutes. Briefly explaining this scum removal operation, the pipe schema 4 is set to a position where the scum can be collected, and after 3 to 4 minutes have passed, the pipe schema 4 is rotated in the reverse direction to bring the purge pipe 6 into a standby state. The pipe schema 4 is immediately rotated to detect the water level, and the pipe schema 4 is set to the optimum weir height. In order to cope with the fluctuation of the water level, such standby and water level detection are repeated, and control is performed so that the weir height of the pipe schema 4 is accurately set. The control device 14 stores such a water level measurement program and automatically removes scum.

上記したスカム除去装置においては、パージ管6により水位を検知してパイプスキーマ4の堰高を調整しており、スカムの回収が不十分になったり、堰高が高くなり過ぎて越流水が多くなりすぎ、不経済となるのを防止することができる。又、機械的構成により水位を検知しており、悪環境下においても、絶縁不良等による誤動作を防止することができる。
特開2003−1248号公報
In the scum removal device described above, the water level is detected by the purge pipe 6 and the weir height of the pipe schema 4 is adjusted, so that the scum is insufficiently recovered or the weir height becomes too high and there is a lot of overflow water. It becomes possible to prevent becoming too uneconomical. Further, the water level is detected by the mechanical configuration, and malfunctions due to insulation failure or the like can be prevented even in a bad environment.
JP 2003-1248 A

図7は上記した従来のスカム除去装置の水位検知装置の変形例の要部断面図であり、パージ管6はパイプスキーマ4に取付部材16を介して取り付けられ、パイプスキーマ4を正転側(上流側)へ回転することによりパージ管6の先端を水面に挿入して上流側のスカム除去に適した水位検知をすることができたが、下流側のスカム除去等の場合にはパイプスキーマ4を逆転側(下流側)へ回転して水位検知をしたほうがよい場合もあり、パイプスキーマ4の正転側及び逆転側の2方向での水位検知が必要となった。しかしながら、従来では1方向の水位検知しか行うことができず、2方向の水位検知を行うためには2台の水位検知装置を必要とした。   FIG. 7 is a cross-sectional view of an essential part of a modified example of the water level detection device of the conventional scum removing device described above. The purge pipe 6 is attached to the pipe schema 4 via an attachment member 16, and the pipe schema 4 is connected to the forward rotation side ( By rotating to the upstream side, it was possible to detect the water level suitable for removing the scum on the upstream side by inserting the tip of the purge pipe 6 into the water surface. It may be better to detect the water level by rotating to the reverse side (downstream side), and it is necessary to detect the water level in two directions on the forward side and the reverse side of the pipe schema 4. However, conventionally, only water level detection in one direction can be performed, and two water level detection devices are required to perform water level detection in two directions.

この発明は上記のような課題を解決するために成されたものであり、パイプスキーマの正転側及び逆転側の2方向の水位検知を行うことができるスカム除去装置の水位検知装置を得ることを目的とする。   The present invention has been made to solve the above-described problems, and provides a water level detecting device for a scum removing device capable of detecting water levels in two directions on the forward and reverse sides of a pipe schema. With the goal.

この発明の請求項1に係るスカム除去装置の水位検知装置は、下水処理施設の沈殿池に水平かつ回転自在に設けられ、浮上するスカムを流入させるための開口部が設けられた筒状のパイプスキーマを有するスカム除去装置において、パイプスキーマに取り付けられるとともに、空気圧源と導圧管を介して接続され、一端がパイプスキーマの正転側及び逆転側に突出した一対のパージ管の他端を支持した支持部と、パイプスキーマの正転又は逆転によりその開口部の縁部からなる越流部及び一方のパージ管の先端が水面下に没し、導圧管内の空気圧が所定圧力に達すると作動して沈殿池の水面からの所定深さを検知する圧力スイッチと、支持部内に回動自在に支持され、上端にシ−ル部を有するとともに、下端におもりを有するレバーとを備え、パイプスキーマを正転側又は逆転側に回転したときに、反対側のパージ管の他端をシール部により閉塞するようにしたものである。   A water level detecting device for a scum removing device according to a first aspect of the present invention is a cylindrical pipe that is provided horizontally and rotatably in a settling basin of a sewage treatment facility, and is provided with an opening for allowing a floating scum to flow in. In a scum removing device having a schema, the scum removing device is attached to a pipe schema and connected to an air pressure source via a pressure guiding pipe, and one end supports the other end of a pair of purge pipes protruding to the forward rotation side and the reverse rotation side of the pipe schema. The support and the overflow part consisting of the edge of the opening of the pipe schema and the tip of one of the purge pipes are submerged under the water surface due to normal rotation or reverse rotation of the pipe schema. A pressure switch that detects a predetermined depth from the water surface of the settling basin, and a lever that is rotatably supported in the support portion and has a seal portion at the upper end and a weight at the lower end. When the pipe schema rotated in the forward side or the reverse side, in which so as to close the sealing portion and the other end opposite the purge tube.

請求項2に係るスカム除去装置の水位検知装置は、上記レバーの上端に自在継手を介してシール部を連結したものである。   The water level detection device of the scum removing device according to claim 2 is such that a seal portion is connected to the upper end of the lever via a universal joint.

又、請求項3に係るスカム除去装置の水位検知装置は、パイプスキーマが正転側と逆転側の中立位置にあるときには、両方のパージ管より空気を流出させるようにしたものである。   According to a third aspect of the present invention, there is provided a water level detecting device for a scum removing device, wherein when the pipe schema is in the neutral position on the forward rotation side and the reverse rotation side, air is allowed to flow out from both purge pipes.

以上のようにこの発明の請求項1によれば、空気圧源に導圧管を介して接続された支持部に、一端がパイプスキーマの正転側及び逆転側に突出した一対のパージ管の他端を支持しており、パイプスキーマを正転又は逆転すると、一方のパージ管の一端が水面下に没して水面からの所定深さを検知するとともに、他方のパージ管の他端をシール部により閉塞しており、またパイプスキーマの越流部も水没してスカム除去を行っており、正転側(上流側)のスカム除去の際、及び逆転側(下流側)のスカム除去の際の水位検知を行うことができ、パイプスキーマの開口部の水面からの深さをスカム除去に適した最適な深さに制御することができる。しかも、水位検知装置は電気部品を用いず、機械的に構成したので、悪環境下の使用による絶縁不良等により誤動作することはない。   As described above, according to the first aspect of the present invention, the other end of the pair of purge pipes whose one ends protrude to the forward rotation side and the reverse rotation side of the pipe schema to the support portion connected to the air pressure source via the pressure guide pipe. When the pipe schema is rotated forward or backward, one end of one purge pipe is submerged under the water surface to detect a predetermined depth from the water surface, and the other end of the other purge pipe is The scum is removed by submerging the overflow part of the pipe schema, and the water level when removing the scum on the forward rotation side (upstream side) and when removing the scum on the reverse rotation side (downstream side) Detection can be performed, and the depth of the opening of the pipe schema from the water surface can be controlled to an optimum depth suitable for scum removal. In addition, since the water level detection device is mechanically configured without using any electrical components, it does not malfunction due to insulation failure or the like due to use in a bad environment.

また、請求項2によれば、レバーの上端に自在継手を介してシール部を連結しており、レバーの回動角度が小さくても、あるいはレバーの回動角度に誤差を生じても、パイプスキーマを正転側または逆転側に回転したときに反対側のパージ管の他端をシール部により確実に閉塞することができる。   According to the second aspect of the present invention, the seal portion is connected to the upper end of the lever via a universal joint, so that even if the rotation angle of the lever is small or an error occurs in the rotation angle of the lever, the pipe When the schema is rotated in the forward rotation direction or the reverse rotation side, the other end of the purge pipe on the opposite side can be reliably closed by the seal portion.

請求項3によれば、パイプスキーマが正転側と逆転側の中立位置にあるとき、即ち待機状態にあるときには、両方のパージ管から空気を流出させており、パージ管の詰まりを防止するとともに、パージ管の上流側の機器に余分な圧力が加わらず、これらを保護することができる。   According to claim 3, when the pipe schema is in the neutral position on the forward rotation side and the reverse rotation side, i.e., in the standby state, air is allowed to flow out from both purge pipes to prevent clogging of the purge pipes. These devices can be protected without applying excessive pressure to the equipment upstream of the purge pipe.

実施最良形態1
以下、この発明を実施するための最良の形態を図面とともに説明する。図1(a)〜(c)はこの発明の実施最良形態1によるスカム除去装置の水位検知装置の待機時、パイプスキーマ正転側水位検知時(上流側スカム除去時)及び逆転側水位検知時(下流側スカム除去時)の構成図であり、図2及び図3は同じくスカム除去装置の水位検知装置の待機時及び正転側水位検知時の要部断面図であり、17は取付部材16を介してパイプスキーマ4に取り付けられた支持部であり、導圧管10を介して圧力スイッチ12と接続されるとともに、導圧管10には流量調整弁18及び減圧弁19を介して空気圧源(送風機13)が接続される。支持部17は一端がパイプスキーマ4の正転側(被処理水上流側)及び逆転側(被処理水下流側)に突出した一対のパージ管20,21の他端を継手22,23を介して支持し、支持部17内には回動軸24を介してレバー25が回動自在に支持され、レバー25の上端にはシール部26が設けられ、レバー25の下端にはおもり27が設けられる。
Best Embodiment 1
The best mode for carrying out the present invention will be described below with reference to the drawings. 1 (a) to 1 (c) show a standby state of a water level detection device of a scum removal apparatus according to the first embodiment of the present invention, a pipe schema forward rotation side water level detection (upstream scum removal), and a reverse rotation side water level detection. FIG. 2 and FIG. 3 are cross-sectional views of main parts when the water level detection device of the scum removal device is on standby and when detecting the normal rotation side water level, and 17 is a mounting member 16. Is connected to the pressure switch 12 via the pressure guiding tube 10, and is connected to the pressure switch 12 via the flow rate adjusting valve 18 and the pressure reducing valve 19. 13) is connected. One end of the support portion 17 is connected to the other end of the pair of purge pipes 20, 21 projecting to the forward rotation side (upstream side of the treated water) and the reverse side (downstream of the treated water) of the pipe schema 4 via the joints 22, 23. A lever 25 is rotatably supported in the support portion 17 via a rotation shaft 24, a seal portion 26 is provided at the upper end of the lever 25, and a weight 27 is provided at the lower end of the lever 25. It is done.

次に、上記構成の動作について説明する。まず、図1(a)および図2に示す水位検知装置(スカム除去装置)の待機状態においては、パイプスキーマ4は中立位置にあり、パイプスキーマ4の開口部4aは上方に位置し、支持部17はパイプスキーマ4の真上に位置する。この場合、レバー25は上下方向に位置し、パージ管20,21の他端は共に閉塞されない。従って、パージ管20,21は共に開状態にあり、空気圧源からの空気は支持部17を介してパージ管20,21の先端から流出する。パージ管20,21の先端は被処理水の水面とは離れている。   Next, the operation of the above configuration will be described. First, in the standby state of the water level detection device (scum removal device) shown in FIGS. 1A and 2, the pipe schema 4 is in the neutral position, and the opening 4 a of the pipe schema 4 is positioned above the support portion. 17 is located immediately above the pipe schema 4. In this case, the lever 25 is positioned in the vertical direction, and the other ends of the purge pipes 20 and 21 are not closed. Therefore, the purge pipes 20 and 21 are both open, and the air from the air pressure source flows out from the tips of the purge pipes 20 and 21 through the support portion 17. The tips of the purge pipes 20 and 21 are separated from the surface of the water to be treated.

次に、図1(b)及び図3に示すように、パイプスキーマ4を電動機7により上流側に正転させると、パイプスキーマ4の開口部4aの縁部からなる越流部4c及びパージ管20の一端が被処理水の水面下に没する。又、このとき、支持部17も旋回し、回動自在なレバー25のシール部26がパージ管21の他端を閉塞する。このときの閉塞負荷はおもり27の荷重に空気圧源の圧力×シール面積を加算したものとなる。レバー25の旋回角度はパイプスキーマ4の旋回角度より小さい。これによって、導圧管10内の圧力が上昇し、所定圧力になると圧力スイッチ12が作動し、越流部4cの水面からの深さが所定深さになったことを検知し、パイプスキーマ4の回転を停止させる。このときのパージ管20の水位検知深さがHである。一方、第1沈殿池1のパイプスキーム4の上流側に浮遊するスカムはパイプスキーマ4の開口部4aの越流部4cを超えて開口部4a内に流入し、脱水機15へと流れ込み、汚泥と処理水とに分離される。   Next, as shown in FIG. 1B and FIG. 3, when the pipe schema 4 is forwardly rotated upstream by the electric motor 7, the overflow section 4 c and the purge pipe formed by the edge of the opening 4 a of the pipe schema 4. One end of 20 is submerged under the surface of the water to be treated. At this time, the support portion 17 also turns, and the seal portion 26 of the rotatable lever 25 closes the other end of the purge pipe 21. The blocking load at this time is obtained by adding the pressure of the air pressure source × the seal area to the load of the weight 27. The turning angle of the lever 25 is smaller than the turning angle of the pipe schema 4. As a result, the pressure in the pressure guiding pipe 10 rises, and when the pressure reaches a predetermined pressure, the pressure switch 12 is activated to detect that the depth of the overflow portion 4c from the water surface has reached the predetermined depth. Stop rotation. The water level detection depth of the purge pipe 20 at this time is H. On the other hand, the scum floating on the upstream side of the pipe scheme 4 of the first settling basin 1 flows into the opening 4a beyond the overflow part 4c of the opening 4a of the pipe schema 4, flows into the dehydrator 15, and sludge. And treated water.

次に、図1(c)に示すように、パイプスキーマ4を電動機7により下流側に逆転させると、パイプスキーマ4の開口部4aの縁部からなる越流部4c及びパージ管21の一端が被処理水の水面下に没する。又、このとき、支持部17も旋回し、レバー25のシール部26がパージ管20の他端を閉塞する。このときの閉塞負荷はおもり27の荷重に空気圧源の圧力×シール面積を加算したものとなる。これによって、導圧管10内の圧力が上昇し、所定圧力になると圧力スイッチ12が作動し、越流部4cの水面からの深さが所定深さになったことを検知し、パイプスキーマ4の回転を停止させる。一方、第1沈殿知1のパイプスキーム4の下流側に浮遊するスカムはパイプスキーマ4の開口部4aの越流部4cを超えて開口部4a内に流入し、脱水機15へと流れ込み、汚泥と処理水とに分離される。   Next, as shown in FIG. 1 (c), when the pipe schema 4 is reversed to the downstream side by the electric motor 7, the overflow section 4 c formed by the edge of the opening 4 a of the pipe schema 4 and one end of the purge pipe 21 are Sink under the surface of the water to be treated. At this time, the support portion 17 also rotates, and the seal portion 26 of the lever 25 closes the other end of the purge pipe 20. The blocking load at this time is obtained by adding the pressure of the air pressure source × the seal area to the load of the weight 27. As a result, the pressure in the pressure guiding pipe 10 rises, and when the pressure reaches a predetermined pressure, the pressure switch 12 is activated to detect that the depth of the overflow portion 4c from the water surface has reached the predetermined depth. Stop rotation. On the other hand, the scum floating on the downstream side of the pipe scheme 4 of the first sedimentation 1 flows into the opening 4a beyond the overflow part 4c of the opening 4a of the pipe schema 4, flows into the dehydrator 15, and sludge. And treated water.

実施最良形態1においては、パイプスキーマ4を正転側(上流側)に回転させて上流側のスカムを除去する際も、また逆転側(下流側)に回転させて下流側のスカムを除去する際も水位検知をすることができ、パイプスキーマ4の開口部4aの水面からの深さをスカム除去に適した深さに制御することができる。しかも、水位検知装置は電気部品を用いず、機械的構成により形成したので、悪環境下の使用によっても絶縁不良等による誤動作を生じない。又、パイプスキーマ4が正転側と逆転側の中立位置にあるとき、即ち待機状態にあるときには、両方のパージ管20,21から空気を流出させており、パージ管20,21の詰まりを防止するとともに、圧力計11、圧力スイッチ12、送風機13からなる空気圧源、減圧弁19、流量調整弁18等に余分な圧力が加わらず、これらの機器を保護することができる。   In the first embodiment, when the pipe schema 4 is rotated to the normal rotation side (upstream side) to remove the upstream scum, it is also rotated to the reverse rotation side (downstream side) to remove the downstream scum. Even when the water level is detected, the depth of the opening 4a of the pipe schema 4 from the water surface can be controlled to a depth suitable for removing the scum. In addition, since the water level detection device is formed with a mechanical configuration without using electrical components, malfunctions due to poor insulation or the like do not occur even when used under adverse environments. Further, when the pipe schema 4 is in the neutral position on the forward rotation side and the reverse rotation side, that is, in the standby state, air is discharged from both the purge pipes 20 and 21 to prevent the purge pipes 20 and 21 from being clogged. At the same time, no excessive pressure is applied to the air pressure source including the pressure gauge 11, the pressure switch 12, and the blower 13, the pressure reducing valve 19, the flow rate adjusting valve 18, and the like, and these devices can be protected.

実施最良形態2
図4(a)〜(c)はこの発明の実施最良形態2によるスカム除去装置の水位検知装置の待機時の要部平面図、要部縦断正面図及び要部横断平面図であり、支持部17内には回動軸24が支持ピン28を介して支持され、回動軸24はレバー25を回動自在に支持し、レバー25の上端に水平方向に貫通した貫通軸29の両端には球状の自在継手30を介して平板状のシール部31が自在に連結され、シール部31の外面側にはシリコーンゴム32が取付けられる。又、レバー25の下端にはおもり27が取り付けられる。一方、継手22,23は支持部17に取り付けられたシール部材33,34に連結される。
Best Embodiment 2
4 (a) to 4 (c) are a main part plan view, a main part longitudinal sectional front view, and a main part cross-sectional plan view of the water level detection device of the scum removing device according to the second embodiment of the present invention in a standby state. 17, a rotating shaft 24 is supported via a support pin 28, and the rotating shaft 24 rotatably supports a lever 25. A flat plate-like seal portion 31 is freely connected through a spherical universal joint 30, and a silicone rubber 32 is attached to the outer surface side of the seal portion 31. A weight 27 is attached to the lower end of the lever 25. On the other hand, the joints 22 and 23 are connected to seal members 33 and 34 attached to the support portion 17.

実施最良形態2においても、待機状態においては、レバー25は上下方向に位置し、パージ管20,21は開状態にあり、その先端から空気が流出する。次に、パイプスキーマ4を上流側に正転させると、一方のシール部31のシリコーンゴム32がパージ管21側のシール部材34と当接してシールする。又、パイプスキーマ4を下流側に逆転させると、他方のシール部31のシリコーンゴム32がパージ管20側のシール部材33と当接してシールする。   Also in the second embodiment, in the standby state, the lever 25 is positioned in the vertical direction, the purge pipes 20 and 21 are in the open state, and air flows out from the tip thereof. Next, when the pipe schema 4 is rotated forward in the upstream direction, the silicone rubber 32 of one seal portion 31 comes into contact with the seal member 34 on the purge pipe 21 side and seals. Further, when the pipe schema 4 is reversed to the downstream side, the silicone rubber 32 of the other seal portion 31 comes into contact with the seal member 33 on the purge pipe 20 side and seals.

実施最良形態2においては、支持部17内に回動自在に支持されたレバー25の上端に自在継手30を介してシール部31を自在に連結しており、パイプスキーマ4を回転した時にレバー25の回動角度に誤差が生じてもシール部31はパージ管20,21に通じるシール部材33,34を確実にシールすることができる。   In the second embodiment, the seal portion 31 is freely connected to the upper end of the lever 25 rotatably supported in the support portion 17 via the universal joint 30, and the lever 25 is rotated when the pipe schema 4 is rotated. Even if an error occurs in the rotation angle, the seal portion 31 can reliably seal the seal members 33 and 34 communicating with the purge pipes 20 and 21.

なお、上記各実施最良形態においては、パイプスキーマ4の正転側を被処理水の上流側とし、パイプスキーマ4の逆転側を被処理水の下流側としたが、正転側が下流側で逆転側が上流側であってもよい。   In the above embodiments, the forward rotation side of the pipe schema 4 is the upstream side of the water to be treated and the reverse side of the pipe schema 4 is the downstream side of the water to be treated. The side may be the upstream side.

この発明の実施最良形態1によるスカム除去装置の水位検知装置の待機時、パイプスキーマ正転側水位検知時及び逆転側水位検知時の構成図である。It is a block diagram at the time of standby of the water level detection apparatus of the scum removal apparatus by this Embodiment 1 of this invention, pipe schema normal rotation side water level detection, and reverse rotation side water level detection. この発明の実施最良形態1によるスカム除去装置の水位検知装置の待機時の要部断面図である。FIG. 3 is a cross-sectional view of a main part when the water level detection device of the scum removing device according to Embodiment 1 of the present invention is on standby. この発明の実施最良形態1によるスカム除去装置の水位検知装置のパイプスキーマ正転側水位検知時の要部断面図である。FIG. 3 is a cross-sectional view of a main part when the water level detecting device of the scum removing device according to Embodiment 1 of the present invention detects the water level on the pipe schema forward rotation side. 実施最良形態2によるスカム除去装置の水位検知装置の待機時の要部平面図、要部縦断正面図及び要部横断平面図である。FIG. 5 is a plan view of relevant parts of a water level detection device of a scum removing device according to a second embodiment, a front view of relevant parts, a longitudinal sectional front view, and a plan view of relevant parts. 特許文献1に示された従来のスカム除去装置の概略縦断側面図及び概略横断平面図である。It is the general | schematic longitudinal side view and the general | schematic cross-sectional plan view of the conventional scum removal apparatus shown by patent document 1. FIG. 特許文献1に示された従来のスカム除去装置の水位検知装置の水位検知状態及び待機状態の断面図である。It is sectional drawing of the water level detection state of the water level detection apparatus of the conventional scum removal apparatus shown by patent document 1, and a standby state. 特許文献1に示された従来のスカム除去装置の水位検知装置の変形例の要部断面図である。It is principal part sectional drawing of the modification of the water level detection apparatus of the conventional scum removal apparatus shown by patent document 1. FIG.

符号の説明Explanation of symbols

1…第1沈殿池
4…パイプスキーマ
4a…開口部
4c…越流部
7…電動機
10…導圧管
11…圧力計
12…圧力スイッチ
13…送風機
14…制御装置
15…脱水機
16…取付部材
17…支持部
20,21…パージ管
24…回動軸
25…レバー
26、31…シール部
27…おもり
30…自在継手
33,34…シール部材
DESCRIPTION OF SYMBOLS 1 ... 1st sedimentation basin 4 ... Pipe schema 4a ... Opening part 4c ... Overflow part 7 ... Electric motor 10 ... Impulse pipe 11 ... Pressure gauge 12 ... Pressure switch 13 ... Blower 14 ... Control apparatus 15 ... Dehydrator 16 ... Mounting member 17 ... support portion 20, 21 ... purge pipe 24 ... rotating shaft 25 ... lever 26, 31 ... seal portion 27 ... weight 30 ... universal joint 33, 34 ... seal member

Claims (3)

下水処理施設の沈殿池に水平かつ回転自在に設けられ、浮上するスカムを流入させるための開口部が設けられた筒状のパイプスキーマを有するスカム除去装置において、パイプスキーマに取り付けられるとともに、空気圧源と導圧管を介して接続され、一端がパイプスキーマの正転側及び逆転側に突出した一対のパージ管の他端を支持した支持部と、パイプスキーマの正転又は逆転によりその開口部の縁部からなる越流部及び一方のパージ管の先端が水面下に没し、導圧管内の空気圧が所定圧力に達すると作動して沈殿池の水面からの所定深さを検知する圧力スイッチと、支持部内に回動自在に支持され、上端にシ−ル部を有するとともに、下端におもりを有するレバーとを備え、パイプスキーマを正転側又は逆転側に回転したときに、反対側のパージ管の他端をシール部により閉塞するようにしたことを特徴とするスカム除去装置の水位検知装置。   In a scum removing device having a tubular pipe schema provided horizontally and rotatably in a settling basin of a sewage treatment facility and provided with an opening for allowing a floating scum to flow in, the scum removing apparatus is attached to the pipe schema and is supplied with an air pressure source And a support portion that supports the other end of the pair of purge pipes, one end of which protrudes toward the forward rotation side and the reverse rotation side of the pipe schema, and the edge of the opening by the forward or reverse rotation of the pipe schema. A pressure switch that operates when the tip of one overflow pipe and the tip of one of the purge pipes is submerged under the water surface and the air pressure in the pressure guiding pipe reaches a predetermined pressure, and detects a predetermined depth from the water surface of the settling basin; A lever that is supported rotatably in the support part, has a seal part at the upper end and has a weight at the lower end, and is opposite when the pipe schema is rotated forward or reverse. Water level detection apparatus of scum removing apparatus being characterized in that so as to close the sealing portion and the other end of the purge tube. 上記レバーの上端には自在継手を介してシール部を連結したことを特徴とする請求項1記載のスカム除去装置の水位検知装置。   The water level detecting device for a scum removing device according to claim 1, wherein a seal portion is connected to an upper end of the lever via a universal joint. パイプスキーマが正転側と逆転側の中立位置にあるときには、両方のパージ管より空気を流出させるようにしたことを特徴とする請求項1又は2記載のスカム除去装置の水位検知装置。
3. The water level detecting device for a scum removing device according to claim 1, wherein when the pipe schema is in a neutral position on the forward rotation side and the reverse rotation side, air is allowed to flow out from both purge pipes.
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Cited By (1)

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Publication number Priority date Publication date Assignee Title
CN107764361A (en) * 2017-09-13 2018-03-06 美核电气(济南)股份有限公司 Purging system and method for nuclear power station differential pressure measurement

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CN107764361A (en) * 2017-09-13 2018-03-06 美核电气(济南)股份有限公司 Purging system and method for nuclear power station differential pressure measurement
CN107764361B (en) * 2017-09-13 2024-04-30 美核电气(济南)股份有限公司 Purging system and method for differential pressure measurement of nuclear power station

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