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JPH0730153Y2 - Solid sedimentation prevention device for sewage tank - Google Patents

Solid sedimentation prevention device for sewage tank

Info

Publication number
JPH0730153Y2
JPH0730153Y2 JP11137489U JP11137489U JPH0730153Y2 JP H0730153 Y2 JPH0730153 Y2 JP H0730153Y2 JP 11137489 U JP11137489 U JP 11137489U JP 11137489 U JP11137489 U JP 11137489U JP H0730153 Y2 JPH0730153 Y2 JP H0730153Y2
Authority
JP
Japan
Prior art keywords
pipe
tank
water
blast mechanism
settling
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 - Lifetime
Application number
JP11137489U
Other languages
Japanese (ja)
Other versions
JPH0354788U (en
Inventor
晃夫 増子
Original Assignee
中部ハンドリング株式会社
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 中部ハンドリング株式会社 filed Critical 中部ハンドリング株式会社
Priority to JP11137489U priority Critical patent/JPH0730153Y2/en
Publication of JPH0354788U publication Critical patent/JPH0354788U/ja
Application granted granted Critical
Publication of JPH0730153Y2 publication Critical patent/JPH0730153Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Jet Pumps And Other Pumps (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は廃水処理設備の調整槽等汚水槽における固形物
の沈降防止手段に関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a means for preventing solids from settling in a wastewater tank such as an adjusting tank of a wastewater treatment facility.

〔従来の技術〕[Conventional technology]

廃水処理設備における汚水槽は、汚水の中和処理あるい
は凝集剤による浮遊固体粒子のフロック化処理を行う液
槽で、処理して得た固形物をそのまま次の工程に移動さ
せる物質移動槽でもあり、添加剤の反応促進を兼ね生成
固形物の沈降防止のための攪拌装置を備えている。
The wastewater tank in the wastewater treatment facility is a liquid tank that performs neutralization of wastewater or flocculation of suspended solid particles with a coagulant, and is also a mass transfer tank that moves the solid matter obtained by the treatment directly to the next step. A stirring device is provided for accelerating the reaction of the additive and for preventing the precipitation of the solid product.

例えば第4図に示す調整槽35は、頂部にモータ36を備
え、槽内に保持した回転軸37の下端に回転攪拌羽根38を
取り付けた攪拌機39を、槽上に付設した架台40に保持
し、槽底に抜き出し弁41を備える攪拌槽であって、この
調整槽35に微細な浮遊固体粒子を含む汚水42を受け入れ
て貯留し、高分子凝集剤を添加し、攪拌して浮遊固体粒
子をフロック化する。処理した汚水42は固形物の沈降を
防止しながら抜き出し弁41から適宜抜き出し、フィルタ
プレスのような濾過装置によって水分を分離し、その固
形分は廃棄あるいは焼却等の処分を行うようにしてい
る。
For example, the adjusting tank 35 shown in FIG. 4 has a motor 36 at the top and an agitator 39 in which a rotary stirring blade 38 is attached to the lower end of a rotary shaft 37 held in the tank and is held by a pedestal 40 attached to the tank. A stirring tank having a withdrawal valve 41 at the bottom of the tank, which receives and stores sewage 42 containing fine floating solid particles in this adjusting tank 35, adds a polymer flocculant, and stirs the floating solid particles. Turn into flock. The treated sewage water 42 is appropriately extracted from the extraction valve 41 while preventing the solid matter from settling, the water content is separated by a filtering device such as a filter press, and the solid content is discarded or incinerated.

このような固形物の沈降防止を必要とする物質移動槽で
用いられる攪拌装置としては、前記のような回転攪拌羽
根方式のもののほか、攪拌羽根を用いない攪拌方式とし
て、槽壁部分に取り付けた噴出口からのジェット水流の
槽内吹き込みを繰返えし循環して行うようにした方式の
もの、あるいは槽壁部分に取り付けた噴出口からの気体
の吹き込みによる方式のものもある。
As the stirring device used in such a mass transfer tank that requires prevention of sedimentation of solids, in addition to the rotary stirring blade method as described above, a stirring method without a stirring blade is attached to the tank wall portion. There is also a system in which the jet water flow from the jet port is repeatedly circulated and circulated, or a system in which gas is blown from the jet port attached to the bath wall portion.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

しかしながら、回転攪拌羽根方式の攪拌装置によるもの
にあっては、混合する固体粒子の比重に見合うある値以
上の回転攪拌速度が必要であって、若し、モータの駆動
力とのバランス以上に固体粒子の比重が大きくなるとき
は固体粒子は槽底に沈降堆積し、攪拌羽根の回転を妨
げ、モータあるいは攪拌羽根を損傷させるという問題が
あり、必要以上に大きい駆動モータを必要とし、また正
常運転時においても攪拌羽根が傷み易いという問題があ
った。さらに、回転攪拌羽根を用いない前者のジェット
水流の吹き込み方式の装置は、設備規模が大きく駆動動
力も著しく大きいものになるし、後者の気体吹き込み方
式の装置は、強力な攪拌効果が期待できないという問題
があった。
However, in the case of the rotary stirring blade type stirring device, a rotary stirring speed of a certain value or more commensurate with the specific gravity of the solid particles to be mixed is required, and if the solid is more than the balance with the driving force of the motor. When the specific gravity of the particles becomes large, solid particles settle and accumulate on the bottom of the tank, which impedes the rotation of the stirring blade and damages the motor or the stirring blade.Therefore, a larger drive motor is required and normal operation is required. There was a problem that the stirring blade was easily damaged even at times. Further, the former jet water jet type device that does not use a rotary stirring blade has a large facility scale and significantly large driving power, and the latter gas jet type device cannot be expected to have a strong stirring effect. There was a problem.

従って、このような状況に鑑み、本考案は、小さい動力
で、混合固体粒子の沈降が防止できる十分な攪拌が行
え、また、攪拌羽根方式のように、固体粒子の沈降堆積
により、部品が損傷するという恐れがなく、さらに、汚
水槽の状況に応じて容易に対応が可能な汚水槽の固形沈
降防止装置を提供することを目的とする。
Therefore, in view of such a situation, the present invention can perform sufficient agitation with a small amount of power to prevent the settling of the mixed solid particles, and the settling and accumulation of the solid particles as in the stirring blade method can damage the parts. It is an object of the present invention to provide a solid settling prevention device for a wastewater tank, which can be easily dealt with according to the situation of the wastewater tank, without the fear of causing the above.

〔課題を解決するための手段〕[Means for Solving the Problems]

以上の目的を達成するため、本考案は、圧力容器内の蓄
積した圧縮気体を突風に変えるブラスト機構と、汚水槽
内に保持され、上端を前記ブラスト機構の噴出口に連絡
し、下端を前記汚水槽内下部に且つ所定方向に開口する
パイプとからなり、前記パイプは上端部近傍に、内部を
外気に開放する開放弁を備え、該パイプ内における水の
吐出・復帰動作を反復することにより、汚水槽内の固形
物の沈降を防止する汚水槽の固形物沈降防止装置を提案
するものである。
In order to achieve the above object, the present invention provides a blast mechanism for converting compressed gas accumulated in a pressure vessel into a gust of wind, and a blast mechanism held in a waste water tank, the upper end of which communicates with an ejection port of the blast mechanism and the lower end of which is described above. The pipe is formed in the lower part of the waste water tank and opens in a predetermined direction, and the pipe is provided with an opening valve near the upper end to open the inside to the outside, and by repeating the discharge / return operation of water in the pipe. The present invention proposes a solid matter settling prevention device for a sewage tank that prevents settling of solid matter in the sewage tank.

〔作用〕[Action]

汚水槽内に取り付けた攪拌装置のパイプには、その下端
開口を通じ汚水槽内と同レベルに水が貯留する。
Water is stored at the same level as in the waste water tank through the lower end opening of the pipe of the stirring device installed in the waste water tank.

ブラスト機構の圧力容器に圧縮空気を蓄積し、急速に開
放すると、この圧縮空気は突風となって噴出口からパイ
プ内の水面を急速に加圧して押し下げ、水はパイプ下端
の開口から所定方向に奔流となって吐出する。次いでパ
イプ上部の開放弁を開けば、パイプ内の空気は外気に連
通するので、汚水槽内の水がパイプ下端の開口からパイ
プ内に自然吸引され、復帰する。
When compressed air is accumulated in the pressure vessel of the blast mechanism and released rapidly, this compressed air becomes a gust of wind and rapidly presses and pushes down the water surface in the pipe from the ejection port, and water is directed in a predetermined direction from the opening at the lower end of the pipe. Discharge as a torrent. Next, when the open valve at the upper part of the pipe is opened, the air in the pipe communicates with the outside air, so that the water in the dirty water tank is naturally sucked into the pipe from the opening at the lower end of the pipe and returns.

以上の操作を反復することによって、慣性運動的に汚水
槽内が攪拌される。前記操作の自動的反復は一般的なシ
ーケンス制御手段によって容易に可能である。
By repeating the above operation, the inside of the waste water tank is agitated by inertial movement. The automatic repetition of the above operation is easily possible by general sequence control means.

ブラスト機構のほか、パイプの径やパイプ下端開口の調
整により、パイプの吐出量、吐出速度あるいは吐出方向
が変えられ、汚水槽や処理水の状況に応じた十分な攪拌
が行え、固形物の沈降防止が図られる。
In addition to the blast mechanism, by adjusting the diameter of the pipe and the opening of the lower end of the pipe, the discharge amount, discharge speed or direction of the pipe can be changed, sufficient stirring can be performed according to the situation of the waste water tank and the treated water, and the sedimentation of solid matter. Prevention is achieved.

なお、前記の圧力容器内の蓄積した圧縮基体を突風に変
える基本的なブラスト機構は特公昭53−46484号公報
(特許第96626号)によって公知である。
A basic blast mechanism for converting the compressed base material accumulated in the pressure vessel into gust is known from Japanese Patent Publication No. 53-46484 (Patent No. 96626).

〔実施例〕〔Example〕

以下、図面によって本考案の汚水槽の固形物沈降防止装
置を説明する。
The solid sedimentation prevention device for a waste water tank according to the present invention will be described below with reference to the drawings.

第1図は本考案第1実施例の固形物沈降防止装置を施し
た調整槽の断面図、第2図は第1図の固形物沈降防止装
置におけるブラスト機構の要部断面図、第3図は本考案
第2実施例の固形物沈降防止装置を施した汚水ピッチの
断面図である。
FIG. 1 is a sectional view of an adjusting tank provided with a solid matter settling prevention apparatus according to the first embodiment of the present invention, FIG. 2 is a sectional view of a main part of a blast mechanism in the solid matter settling prevention apparatus of FIG. 1, and FIG. FIG. 4 is a cross-sectional view of a wastewater pitch provided with a solid matter sedimentation prevention device according to a second embodiment of the present invention.

第1図において、1はステンレス鋼板でつくられた廃水
処理装置における円形の調整槽で、逆円錐形状の槽底中
央部には抜き出し弁2を備えている。この調整槽1には
槽壁に近接させて、固形物沈降防止装置3を調整槽1の
蓋4と組み合わせた取付け架台5によって保持してあ
る。この固形物沈降防止装置3は、頂部に圧力容器6
と、シリンダ7と、電磁制御操作によるパイロット弁8
とからなるブラスト機構9を備え、このブラスト機構9
のシリンダ7の側部に設けた噴出口10に、中間パイプ11
と槽底近傍まで伸びる主パイプ12とからなるパイプを接
続し、主パイプ12の下端には略槽底中央部に向けて開口
するノズル13を接続してある。また、中間パイプ11には
電磁制御操作する開放弁14を付設してある。
In FIG. 1, reference numeral 1 is a circular adjusting tank in a wastewater treatment apparatus made of a stainless steel plate, and a withdrawal valve 2 is provided at the center of the inverted conical tank bottom. In this adjusting tank 1, a solid matter settling prevention device 3 is held by a mounting base 5 in combination with a lid 4 of the adjusting tank 1 close to the tank wall. This solid matter settling prevention device 3 has a pressure vessel 6 at the top.
, Cylinder 7, and pilot valve 8 by electromagnetic control operation
And a blast mechanism 9 including
To the spout 10 provided on the side of the cylinder 7 of the intermediate pipe 11
And a main pipe 12 extending to the vicinity of the bottom of the tank are connected to each other, and a nozzle 13 that opens toward the center of the bottom of the tank is connected to the lower end of the main pipe 12. Further, the intermediate pipe 11 is provided with an opening valve 14 which is electromagnetically controlled.

前記のブラスト機構9は、第2図に示すような構成をな
している。圧力容器6の一端には圧縮空気を導入する空
気取入口15が貫設され、この空気取入口15は三又管をな
す入気管16を介して図略の圧縮空気源に連絡している。
また、圧力容器6は他端に、径を大きくした開口部17を
備え、シリンダ7をフランジ接続してある。このシリン
ダ7は側部に噴出口10を設け、内部には摺動自在にピス
トン18を収納してあり、先端側に背圧室19を構成させて
ある。ピストン18は、基端側移動端においてストッパ20
に当接すると共に、その周面で前記噴出口を閉鎖するこ
とができるようにしてある。またシリンダ7の先端側は
噴出管21を付設する蓋体22によって閉鎖してあり、この
噴出管21は三又管をなし、その先端に電磁制御操作する
パイロット弁8を接続し、背圧室19内の空気を外気に開
放可能にしてある。さらに、前記入気管16の分岐取入口
23と前記噴出管21の給気口24との間には分岐管路25を連
通状に配管し、特にそれらの分岐取入口23と分岐管路25
と給気口24の開口面積を圧力容器6一端の空気取入口15
の開口面積よりも大きく形成してある。
The blast mechanism 9 is constructed as shown in FIG. An air intake port 15 for introducing compressed air is provided at one end of the pressure vessel 6, and the air intake port 15 is connected to a compressed air source (not shown) through an air intake pipe 16 that forms a three-pronged pipe.
Further, the pressure vessel 6 is provided at the other end with an opening 17 having a large diameter, and the cylinder 7 is flange-connected. This cylinder 7 is provided with a jet port 10 on its side, a piston 18 is slidably housed inside, and a back pressure chamber 19 is formed on the tip side. The piston 18 has a stopper 20 at the base end side moving end.
And the peripheral surface thereof can close the ejection port. Further, the tip end side of the cylinder 7 is closed by a lid 22 provided with an ejection pipe 21, and this ejection pipe 21 forms a three-pronged pipe, and a pilot valve 8 for electromagnetically controlling operation is connected to the tip of the ejection pipe 21 to form a back pressure chamber. The air inside 19 can be opened to the outside. Furthermore, the branch intake of the intake pipe 16
A branch pipe 25 is connected between the blower pipe 23 and the air supply port 24 of the jet pipe 21, and particularly, the branch inlet 23 and the branch pipe 25
And the opening area of the air supply port 24 to the air intake port 15 at one end of the pressure vessel 6.
The opening area is larger than the opening area.

以上のような構成の固形物沈降防止装置3を取り付けた
調整槽1に、第1図のように、処理水として、図略の中
和槽からの微細な浮遊固体粒子を含む汚水を張り込み、
開放弁14を開き、主パイプ12内にも下端のノズル13から
水が入り、調整槽1と同じ水位の水面26を保つようにし
た。次に、図略の機械的供給手段で高分子凝集剤を添加
しながら、固形物沈降防止装置3を作動させた。
As shown in FIG. 1, sewage containing fine suspended solid particles from a neutralization tank (not shown) is poured into the adjustment tank 1 equipped with the solid matter settling prevention device 3 having the above-mentioned configuration, as treatment water.
The open valve 14 was opened, and water was introduced into the main pipe 12 through the nozzle 13 at the lower end so that the water surface 26 at the same water level as the adjusting tank 1 was maintained. Next, the solid settling prevention device 3 was operated while adding the polymer coagulant by a mechanical supply means (not shown).

この固形物沈降防止装置3の作動を第2図を参照して説
明する。ブラスト機構9のパイロット弁8を閉じ、図略
のコンプレッサ等圧縮空気源より、入気管16に圧縮空気
を導入すると、圧縮空気は空気取入口15から圧力容器6
内に圧送されるが、同時に分岐取入口23から分岐管路25
と給気口24を経てシリンダ7の背圧室19内へも圧送され
る。この場合、空気取入口15よりも分岐取入口23、分岐
管路25及び給気口24の各開口面積の方が大であるから、
圧縮気体の給送時はシリンダ7の背圧室19の方が圧力容
器6よりも優先して高圧となるので、ピストン18はシリ
ンダ7の基端側に摺動移行し、噴出口10を閉鎖する位置
を維持する。次に電磁制御操作により、パイロット弁8
を開けば、背圧室19内の圧縮空気は急速に外気に放出さ
れ、背圧室19と圧力容器6間には逆の大きな圧力差を生
じるので、ピストン18はシリンダ先端側に急速に移動
し、噴出口10を開くことになる。従って圧力容器6の圧
縮空気は開口した噴出口10から瞬時に突風となって噴出
し、さらに中間パイプ11から主パイプ12内に吹き込み、
主パイプ12内の水面26を加圧し、下部の水面26′まで押
し下げる。加圧され、押し下げられた水は主パイプ12下
端のノズル13から、その開口方向に従って矢印方向に吐
出する。このパイロット弁8の開操作による主パイプ12
液面の加圧に続いて、中間パイプ11に付設した開放弁14
を連係的な電磁制御操作で開にし、主パイプ12内を外気
に連通させると、主パイプ12内に水が自然吸引され、水
面26′は最初の水面26に復帰する。また、連係的にパイ
ロット弁8を閉操作すれば、前記の分岐間路25を経由し
て背圧室19内に供給される圧縮空気によって、再びピス
トン18は噴出口10を閉鎖する位置に復帰する。
The operation of the solid sedimentation preventing device 3 will be described with reference to FIG. When the pilot valve 8 of the blast mechanism 9 is closed and compressed air is introduced into the intake pipe 16 from a compressed air source such as a compressor (not shown), the compressed air is supplied from the air inlet 15 to the pressure vessel 6
Pumped inward, but at the same time from branch inlet 23 to branch pipeline 25
Then, it is also pressure-fed into the back pressure chamber 19 of the cylinder 7 through the air supply port 24. In this case, since the opening area of each of the branch intake port 23, the branch pipe line 25, and the air supply port 24 is larger than the air intake port 15,
When the compressed gas is fed, the back pressure chamber 19 of the cylinder 7 has a higher pressure than the pressure vessel 6 preferentially, so that the piston 18 slides to the base end side of the cylinder 7 to close the ejection port 10. Maintain position. Next, by electromagnetic control operation, the pilot valve 8
When opened, the compressed air in the back pressure chamber 19 is rapidly released to the outside air, and a large reverse pressure difference is generated between the back pressure chamber 19 and the pressure vessel 6, so that the piston 18 moves rapidly to the cylinder tip side. Then, the spout 10 will be opened. Therefore, the compressed air in the pressure vessel 6 instantly forms a gust from the opened jet outlet 10 and is blown into the main pipe 12 through the intermediate pipe 11,
The water surface 26 in the main pipe 12 is pressurized and pushed down to the lower water surface 26 '. The pressurized and pushed water is discharged from the nozzle 13 at the lower end of the main pipe 12 in the direction of the arrow according to the opening direction. Main pipe 12 by opening operation of this pilot valve 8
Following pressurization of the liquid surface, the release valve 14 attached to the intermediate pipe 11
Is opened by a coordinated electromagnetic control operation, and the inside of the main pipe 12 is communicated with the outside air, water is naturally sucked into the main pipe 12 and the water surface 26 'returns to the initial water surface 26. Further, if the pilot valve 8 is operated in a coordinated manner, the compressed air supplied into the back pressure chamber 19 via the branch passage 25 causes the piston 18 to return to the position where it closes the ejection port 10. To do.

このような主パイプ12内の水の吐出と復帰を周期的に繰
り返えすことによって調整槽1内では慣性運動に基づい
て強力且つ十分な攪拌が行われ、高分子凝集剤による微
細浮遊固体粒子のフロック化が行われ、また槽底への固
形物の沈降堆積は完全に防止された。
By periodically repeating such discharge and return of water in the main pipe 12, strong and sufficient agitation is performed in the adjusting tank 1 based on the inertial movement, and fine suspended solid particles by the polymer flocculant. The flocculation of solids was carried out, and the sedimentation and accumulation of solids on the bottom of the tank were completely prevented.

第3図に示した本考案第2実施例の装置はコンクリート
製の四角形で平底の汚水ピット27に施した例であって、
汚水ピッチ27の一側中央部に主パイプ28を固定してあ
り、主パイプ28はその下端部に水平方向に開口するノズ
ル29を有している。主パイプ28に接続する中間パイプ30
は外方に屈曲させ、槽外の架台31に設置されたブラスト
機構32に接続してあるほかは第1図の第1実施例の場合
と同様で、中間パイプ30付設の開放弁33や、前記ブラス
ト機構32の構成も同一である。この形式の場合において
は、ノズル29により、水流を水平方向に向けて吐出させ
ることにより、慣性運動的に水平面での循環流を生じさ
せ、固形物の沈降堆積を防止でき、また汚水ピット27の
外部にブラスト機構32を設置し、圧力容器33を大とする
ことで、主パイプ28の径や長さを大とすることができ、
また吐出水量を大とすることができ、汚水ピットの容量
が大になった場合にも容易に対応できる。
The apparatus of the second embodiment of the present invention shown in FIG. 3 is an example in which it is applied to a quadrangular flat-bottomed wastewater pit 27 made of concrete.
A main pipe 28 is fixed to the central part of one side of the sewage pitch 27, and the main pipe 28 has a nozzle 29 that opens horizontally in the lower end part thereof. Intermediate pipe 30 connected to the main pipe 28
Is bent outwardly and is connected to a blast mechanism 32 installed on a pedestal 31 outside the tank, which is the same as the case of the first embodiment of FIG. 1, and an open valve 33 with an intermediate pipe 30 and The configuration of the blast mechanism 32 is also the same. In the case of this type, by discharging the water flow in the horizontal direction by the nozzle 29, a circulating flow in a horizontal plane is generated in an inertial motion, and sedimentation and accumulation of solid matter can be prevented, and the wastewater pit 27 By installing the blast mechanism 32 outside and enlarging the pressure vessel 33, the diameter and length of the main pipe 28 can be enlarged,
In addition, the amount of discharged water can be increased, and it is possible to easily cope with the case where the capacity of the wastewater pit becomes large.

本考案においては、開口形状や開口方向の異なるノズル
を各種揃えて、処理汚水の状況に対応し、簡便に対処で
きる特長がある。
The present invention has a feature that various kinds of nozzles having different opening shapes and opening directions are prepared to cope with the situation of treated wastewater and can be easily dealt with.

〔考案の効果〕[Effect of device]

以上の説明から明らかなように、本考案によれば、下端
部で汚水槽の水と連通するパイプを汚水槽内に保持し、
ブラスト機構の圧力容器内空気の開放にほる膨張拡散に
基づく突風によって、パイプ内の水を急速に押し出し、
所定方向に吐出させ、またパイプ内の空気を外気に開放
して水を復帰させるものであるから、少ない動力を利用
して大きな仕事即ち攪拌力が得られ、また、固体粒子の
沈降個所を集中的に攪拌することもでき、循環的な攪拌
によって広い範囲の固体粒子の沈降防止を図ることもで
きる。さらに汚水槽内での可動部分がないので、固体粒
子の沈降堆積があった場合でも損傷する恐れがなく、さ
らにまた、汚水槽や処理水の状況に応じ、部品の交換等
により、吐出量・吐出速度あるいは吐出方向が変えられ
る固形物沈降防止装置が得られる。
As is apparent from the above description, according to the present invention, the pipe that communicates with the water in the waste water tank at the lower end is held in the waste water tank,
Water in the pipe is rapidly pushed out by the gust based on the expansion and diffusion caused by the release of air in the pressure vessel of the blast mechanism,
Since it discharges in a predetermined direction and releases the air in the pipe to the outside air to restore the water, a large work, that is, stirring power can be obtained by using a small amount of power, and the settling points of solid particles can be concentrated. The solid particles in a wide range can be prevented from settling by cyclic stirring. In addition, since there are no moving parts in the wastewater tank, there is no risk of damage even if there is sedimentation and accumulation of solid particles. It is possible to obtain a solid material settling prevention device in which the discharge speed or the discharge direction can be changed.

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

第1図は本考案第1実施例の固形物沈降防止装置を施し
た調整槽の断面図、第2図は第1図の固形物沈降防止装
置におけるブラスト機構の要部断面図、第3図は本考案
第1実施例の固形物沈降防止装置を施した汚水ピットの
断面図で、第4図は従来の調整槽の断面図である。 1……調整槽 3……固形物沈降防止装置 6……圧力容器、7……シリンダー 8……パイロット弁、9……ブラスト機構 10……吐出口、11……中間パイプ 12……主パイプ、13……ノズル 14……開放弁、27……汚水ピット 28……主パイプ、29……ノズル 30……中間パイプ、32……ブラスト機構 33……開放弁、34……圧力容器
FIG. 1 is a sectional view of an adjusting tank provided with a solid matter settling prevention apparatus according to the first embodiment of the present invention, FIG. 2 is a sectional view of a main part of a blast mechanism in the solid matter settling prevention apparatus of FIG. 1, and FIG. FIG. 4 is a sectional view of a wastewater pit provided with the solid substance settling prevention device of the first embodiment of the present invention, and FIG. 4 is a sectional view of a conventional adjusting tank. 1 ... Adjusting tank 3 ... Solid sedimentation prevention device 6 ... Pressure vessel, 7 ... Cylinder 8 ... Pilot valve, 9 ... Blast mechanism 10 ... Discharge port, 11 ... Intermediate pipe 12 ... Main pipe , 13 Nozzle 14 …… Open valve, 27 …… Sewage pit 28 …… Main pipe, 29 …… Nozzle 30 …… Intermediate pipe, 32 …… Blast mechanism 33 …… Open valve, 34 …… Pressure vessel

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】圧力容器内の蓄積した圧縮気体を突風に変
えるブラスト機構と、汚水槽内に保持され、上端を前記
ブラスト機構の噴出口に連絡し、下端を前記汚水槽内下
部に且つ所定方向に開口するパイプとからなり、前記パ
イプは上端部近傍に、内部を外気に開口する開放弁を備
え、該パイプ内における水の吐出・復帰動作を反復する
ことにより、汚水槽内の固形物の沈降を防止することを
特徴とする汚水槽の固形物沈降防止装置。
1. A blast mechanism for converting compressed gas accumulated in a pressure vessel into a gust of wind, and a blast mechanism held in a sewage tank, the upper end of which is connected to a jet port of the blast mechanism, and the lower end of which is a lower part of the sewage tank. A pipe that opens in the direction, the pipe has an opening valve near the upper end that opens the inside to the outside air, and by repeating the discharge / return operation of water in the pipe, the solid matter in the waste water tank An apparatus for preventing solids from settling in a sewage tank, which prevents the settling of solids.
JP11137489U 1989-09-22 1989-09-22 Solid sedimentation prevention device for sewage tank Expired - Lifetime JPH0730153Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11137489U JPH0730153Y2 (en) 1989-09-22 1989-09-22 Solid sedimentation prevention device for sewage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11137489U JPH0730153Y2 (en) 1989-09-22 1989-09-22 Solid sedimentation prevention device for sewage tank

Publications (2)

Publication Number Publication Date
JPH0354788U JPH0354788U (en) 1991-05-27
JPH0730153Y2 true JPH0730153Y2 (en) 1995-07-12

Family

ID=31659859

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11137489U Expired - Lifetime JPH0730153Y2 (en) 1989-09-22 1989-09-22 Solid sedimentation prevention device for sewage tank

Country Status (1)

Country Link
JP (1) JPH0730153Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4863339B2 (en) * 2001-04-13 2012-01-25 株式会社信明産業 The structure of the large-diameter pipe joint part that allows the inclination angle of the repairing device from the inside of the mounting pipe joint part such as existing manholes and on-site manholes to be freely adjusted

Also Published As

Publication number Publication date
JPH0354788U (en) 1991-05-27

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