JP2001329999A - Fluid transfer device - Google Patents

Fluid transfer device

Info

Publication number
JP2001329999A
JP2001329999A JP2000151589A JP2000151589A JP2001329999A JP 2001329999 A JP2001329999 A JP 2001329999A JP 2000151589 A JP2000151589 A JP 2000151589A JP 2000151589 A JP2000151589 A JP 2000151589A JP 2001329999 A JP2001329999 A JP 2001329999A
Authority
JP
Japan
Prior art keywords
fluid
fluid transfer
pipe
port
return
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
JP2000151589A
Other languages
Japanese (ja)
Inventor
Koji Komata
康二 小俣
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.)
Showa Denko Materials Co Ltd
Original Assignee
Hitachi Chemical Co Ltd
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 Hitachi Chemical Co Ltd filed Critical Hitachi Chemical Co Ltd
Priority to JP2000151589A priority Critical patent/JP2001329999A/en
Publication of JP2001329999A publication Critical patent/JP2001329999A/en
Pending legal-status Critical Current

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  • Jet Pumps And Other Pumps (AREA)
  • Treatment Of Biological Wastes In General (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a fluid transfer device for constant flow rate with simple structure, low cost, less limitation to an installation place, and simple control. SOLUTION: A return pipe 140 for changing the flow of fluid from the rising flow within a lifting pipe 110 to almost the horizontal flow is installed in a fluid transfer opening part in the upper part of the lifting pipe, a first fluid return opening 141 formed by opening the upper part of the return pipe in almost the perpendicular direction to the flow of the fluid within the return pipe is installed and a second fluid return opening 143 is arranged over a weir 142 installed in almost the horizontal flow direction of the fluid, and a fluid transfer opening 144 is arranged between the first fluid return opening and the second fluid return opening.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、流体移送装置に関
する。本発明は流体の移送手段として、揚水管内におい
て空気の吐出による配管内見かけ比重を低下させること
により流体移送を行う装置において、流体汲み上げ高さ
の影響を受けにくい定量流体移送装置に関する。
[0001] The present invention relates to a fluid transfer device. The present invention relates to an apparatus for transferring fluid by lowering the apparent specific gravity in a pipe by discharging air in a pumping pipe as a means for transferring fluid, and relates to a fixed-quantity fluid transfer apparatus which is hardly affected by a fluid pumping height.

【0002】[0002]

【従来の技術】汚水浄化槽は、汚水処理性能上から必要
に応じ間仕切りにより槽体内を複数の処理槽に分割し、
各処理槽において各々の水処理に関する役割を行わせる
構成される。このような汚水浄化槽において、安定した
汚水浄化性能を確保するためには、槽内に流入する汚水
量、負荷を安定化させて処理することが好ましい。しか
し、汚水浄化槽は、その各々により使用形態が異なり、
また、汚水の流入頻度や量および負荷も様々である。
2. Description of the Related Art In a sewage treatment tank, the inside of the tank is divided into a plurality of treatment tanks by partitioning as necessary from the viewpoint of sewage treatment performance.
Each treatment tank is configured to perform a role related to each water treatment. In such a sewage purification tank, in order to secure stable sewage purification performance, it is preferable to perform treatment while stabilizing the amount and load of sewage flowing into the tank. However, sewage septic tanks use differently depending on each,
Also, the frequency, amount and load of wastewater inflow vary.

【0003】従って、安定した汚水浄化性能確保のため
に、複数に分割した処理槽の上流側の一部の槽を流入負
荷安定化のための流入負荷調整槽として機能させ、次槽
以降の流入量を安定化させるために、この流入負荷調整
槽の移流部に流体移送装置を配置して処理性能を安定
化,高度化させるようにしている。
[0003] Therefore, in order to ensure stable sewage purification performance, a part of the tank upstream of the divided treatment tanks is made to function as an inflow load regulating tank for stabilizing the inflow load, and the inflow from the next tank and thereafter is controlled. In order to stabilize the amount, a fluid transfer device is arranged in the advancing section of the inflow load adjusting tank so as to stabilize and enhance the processing performance.

【0004】この流体移送装置としては、流体貯蔵槽内
部に開口した揚水管内部に空気管によって空気を吐出さ
せることにより該揚水管内の流体の見かけ比重を低下さ
せて該流体の汲み上げを行うエアリフトポンプが、可動
部分がなく故障が少ないこと、空気量の調整により自由
に移水量が変えられることなどから、家庭用等に用いら
れる汚水浄化槽用として広く使用されている。
[0004] As this fluid transfer device, an air lift pump for pumping up the fluid by lowering the apparent specific gravity of the fluid in the pumping tube by discharging air into a pumping tube opened into a fluid storage tank by an air tube. However, it is widely used as a sewage purification tank used for homes and the like because it has no movable parts, has few failures, and the amount of water transfer can be freely changed by adjusting the amount of air.

【0005】しかし、このエアリフトポンプではその性
質上、移送量は流体汲み上げ高さの影響を強く受け、こ
の流体汲み上げ高さに反比例することが知られており、
安定した定量移送装置として用いることは困難であり、
定量性を持たせるためには特別の定量化機構を付加する
必要があった。
However, in this air lift pump, it is known that, due to its nature, the transfer amount is strongly affected by the fluid pumping height and is inversely proportional to the fluid pumping height.
It is difficult to use as a stable quantitative transfer device,
It was necessary to add a special quantification mechanism in order to provide quantification.

【0006】定量化機構としては、エアリフトポンプを
2段式に構成し、前段のエアリフトポンプで流体を所定
の高さまで汲み上げ、所定の高さに汲み上げられた流体
を後段のエアリフトポンプで更に汲み上げて移送するこ
とにより移送量を安定化する構成や、汲み上げた流体を
流量調整枡により定流量化して移送する構成が提案され
ている。
As a quantification mechanism, an air lift pump is constituted by a two-stage type, a fluid is pumped up to a predetermined height by a preceding air lift pump, and a fluid pumped to a predetermined height is further pumped up by a subsequent air lift pump. There has been proposed a configuration in which the transfer amount is stabilized by transferring, or a configuration in which the pumped fluid is transferred at a constant flow rate by a flow rate adjusting basin.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、2段式
のエアリフトポンプや流量調整枡によって移送水量の安
定化を図ることにより定量性は得られるものの、その機
構が複雑化するため管理方法も複雑化することは言うま
でもない。また、部品点数が増加するため組立工数増及
びコスト増に関する課題もあった。更に、機構が比較的
大型化することから、装置の配置や配管取り回し等への
課題もあった。
However, although stabilization of the amount of transferred water can be achieved by using a two-stage air lift pump or a flow rate adjusting basin, quantitative control can be obtained, but the mechanism is complicated and the management method is also complicated. Needless to say. In addition, since the number of parts increases, there are also problems related to an increase in the number of assembly steps and an increase in cost. Further, since the mechanism is relatively large, there are also problems with the arrangement of the apparatus, the pipe layout, and the like.

【0008】本発明の1つの目的は、構造が簡単で低コ
ストで実現することができ、設置場所への制約が少な
く、且つ管理の簡便化が可能な定流量性のある流体移送
装置を提供することにある。
One object of the present invention is to provide a fluid transfer device having a constant flow rate, which can be realized at a low cost with a simple structure, has less restrictions on an installation place, and can be simplified in management. Is to do.

【0009】本発明の他の目的は、更に、移送量の調整
が容易な流体移送装置を提供することにある。
It is another object of the present invention to provide a fluid transfer device in which the transfer amount can be easily adjusted.

【0010】[0010]

【課題を解決するための手段】本発明は、流体貯留槽内
に開口した揚水管内部に該揚水管内に空気を吐出可能な
空気管を設置して該揚水管内に空気を吐出させることに
より該揚水管内の流体の見かけ比重を低下させて該流体
の汲み上げを行う流体移送装置において、前記揚水管上
部の流体移流口部に流体の流れを揚水管内の上昇流から
略水平方向への流れに変更する返送管を設け、この返送
管内の流体の流れ方向に略直角方向に該返送管の上部を
開口させた第1の流体返送口と、流体の略水平方向への
流れ方向に設けた堰の上に第2の流体返送口を設け、前
記第1の流体返送口と第2の流体返送口の間に流体移送
口を設けたことを特徴とする。
According to the present invention, an air pipe capable of discharging air into the pumping pipe is installed inside a pumping pipe opened in the fluid storage tank, and air is discharged into the pumping pipe. In a fluid transfer device that lowers the apparent specific gravity of the fluid in the pumping pipe to pump the fluid, the flow of the fluid is changed from a rising flow in the pumping pipe to a flow in a substantially horizontal direction at the fluid transfer port portion above the pumping pipe. A first fluid return port having an opening at the top of the return pipe substantially perpendicular to the flow direction of the fluid in the return pipe, and a weir provided in the flow direction of the fluid in a substantially horizontal direction. A second fluid return port is provided above, and a fluid transfer port is provided between the first fluid return port and the second fluid return port.

【0011】そして、前記第1の流体返送口と流体移送
口の間にもぐり堰を設けたことを特徴とする。
[0011] A scour weir is provided between the first fluid return port and the fluid transfer port.

【0012】また、前記空気管から揚水管内に供給する
空気量を調整することにより流体移送量を変更可能にし
た第1の流体移送量調整機構を設けたことを特徴とす
る。
Further, a first fluid transfer amount adjusting mechanism is provided which is capable of changing a fluid transfer amount by adjusting an amount of air supplied from the air pipe into the pumping pipe.

【0013】また、前記流体移送口は、流体の略水平方
向への流れ方向とを軸に回転させることにより出口の高
さを変更して流体移送量の調整を可能にした第2の流体
移送量調整機構を設けたことを特徴とする。
The fluid transfer port is provided with a second fluid transfer port which is capable of adjusting a fluid transfer amount by changing the height of an outlet by rotating the fluid transfer port about a flow direction in a substantially horizontal direction. It is characterized in that an amount adjusting mechanism is provided.

【0014】また、空気管から揚水管内に供給する空気
量を調整することにより流体移送量を変更可能にした第
1の流体移送量調整機構と、流体の略水平方向への流れ
方向とを軸に回転させることにより流体移送口の出口の
高さを変更して流体移送量の調整を可能にした第2の流
体移送量調整機構を設けたことを特徴とする。
[0014] Further, the first fluid transfer amount adjusting mechanism in which the amount of fluid transferred can be changed by adjusting the amount of air supplied from the air pipe into the pumping pipe, and the flow direction of the fluid in a substantially horizontal direction are set as axes. A second fluid transfer amount adjusting mechanism is provided, which is capable of adjusting the fluid transfer amount by changing the height of the outlet of the fluid transfer port by rotating the fluid transfer port.

【0015】[0015]

【発明の実施の形態】図1は、本発明の流体移送装置を
設置した汚水浄化槽の縦断側面図である。
FIG. 1 is a vertical sectional side view of a sewage treatment tank provided with a fluid transfer device according to the present invention.

【0016】この汚水浄化槽は、浄化槽筐体1内を間仕
切り2で仕切って複数の処理槽を形成している。
In this sewage purification tank, a plurality of treatment tanks are formed by partitioning the inside of the purification tank housing 1 with a partition 2.

【0017】第1嫌気濾床槽3は、流入口4から流入し
た汚水を貯留して嫌気処理すると共に高水位(H.W.
L)と低水位(L.W.L)の間で変動するようにする
ことにより後段の処理槽へ移流する汚水の量を安定化す
るバッファタンクの機能を持たせる。そして、この第1
嫌気濾床槽3に貯留する汚水は、流体移送装置100に
よって汲み上げて第2嫌気濾床槽5に移送する。この実
施の形態において、流体移送装置100は、第1嫌気濾
床槽3から第2嫌気濾床槽5への汚水移流に使用してい
るが、流量調整容量や配置等を考慮して、第2嫌気濾床
槽5,好気濾床槽6,処理水槽7おける各々の移流部の
何れか、もしくは複数個所に設置することが可能であ
る。
The first anaerobic filter bed tank 3 stores the sewage flowing from the inflow port 4 and performs anaerobic treatment, and has a high water level (HW.
L) and a low water level (LWL) so as to have a function of a buffer tank for stabilizing the amount of sewage transferred to the subsequent treatment tank. And this first
The sewage stored in the anaerobic filter tank 3 is pumped up by the fluid transfer device 100 and transferred to the second anaerobic filter tank 5. In this embodiment, the fluid transfer device 100 is used for the transfer of sewage from the first anaerobic filter tank 3 to the second anaerobic filter tank 5. 2 It can be installed at any one of the advection sections in the anaerobic filter bed tank 5, the aerobic filter bed tank 6, the treatment water tank 7, or at a plurality of locations.

【0018】流体移送装置100は、下部をU字形状に
形成して吸込み口111を低水位以下のレベルに位置さ
せて開口させた揚水管110に空気を吐出させることに
より該揚水管110内の汚水(流体)の見かけ比重を低
下させて該汚水を汲み上げる構成である。更に詳しくは
後述する。
The fluid transfer device 100 has a lower portion formed in a U-shape, and the suction port 111 is located at a level lower than the low water level and discharges air to a pumping pipe 110 which is opened to discharge air inside the pumping pipe 110. In this configuration, the apparent specific gravity of the sewage (fluid) is reduced to pump up the sewage. Further details will be described later.

【0019】第2嫌気濾床槽5に移送した汚水は、この
第2嫌気濾床槽5内で嫌気処理した後に好気濾床槽6に
移流して好気処理し、更に処理水槽7,消毒槽8を経由
して流出口9から放流する。
The sewage transferred to the second anaerobic filter bed tank 5 is anaerobically treated in the second anaerobic filter bed tank 5 and then transferred to the aerobic filter bed tank 6 for aerobic treatment. It is discharged from the outlet 9 via the disinfection tank 8.

【0020】流体移送装置100は、使用する環境に対
して耐久性が要求される。従って、使用する環境にもよ
るが、構成部品の材質は、金属、具体的にはステンレ
ス,アルミ,アルミ合金,鋼材等の使用が好適である。
また、プラスチック、具体的にはポリエチレン,ポリプ
ロピレン,ポリブデン,塩化ビニル等が配管として使用
するのに好適な材質である。各々の部品の接合は、ねじ
込み式,溶接(溶着),接着等が可能である。
The fluid transfer device 100 is required to have durability in the environment in which it is used. Therefore, although it depends on the environment in which it is used, it is preferable to use metal, specifically, stainless steel, aluminum, aluminum alloy, steel, or the like, for the material of the components.
In addition, plastics, specifically, polyethylene, polypropylene, polybutene, vinyl chloride, and the like are materials suitable for use as piping. Each component can be joined by screwing, welding (welding), bonding, or the like.

【0021】図2は、流体移送装置100における流体
移流口部の縦断側面図、図3は、その外観斜視図、図4
は、その分解斜視図である。
FIG. 2 is a longitudinal sectional side view of a fluid advancing port portion of the fluid transfer device 100, FIG. 3 is an external perspective view thereof, and FIG.
Is an exploded perspective view thereof.

【0022】下部をU字形状に形成してその先端に吸込
み口111を開口させた揚水管110は、上端部にエア
リフトチーズ120を嵌着する。揚水管110内に空気
を吐出させる空気管130は、前記エアリフトチーズ1
20を貫通させて揚水管110内に同心状態に挿入して
設置し、給気配管131から調節バルブ132を介して
空気を供給する。空気管130の先端の噴気口133
は、汲み上げ高さにもよるが、低水位(L.W.L)か
ら250mm以上低い位置に開口させて該位置に空気を
吐出するようにすることが望ましい。そして、揚水管1
10のU字形状部は、吸込み口111から270mm以
上低い位置に位置するようにすることが望ましい。揚水
管110およびエアリフトチーズ120の内周面と空気
管130の外周面の間には吐出した空気と汚水を上昇さ
せて汲み上げるための間隙を確保する。なお、空気管1
30は、揚水管110およびエアリフトチーズ120の
外側に配管して該揚水管110の下部の側面から挿入す
るように変形することも可能である。
A pumping tube 110 having a lower portion formed in a U-shape and having a suction port 111 opened at the tip thereof is fitted with an air lift cheese 120 at the upper end. The air pipe 130 for discharging air into the pumping pipe 110 is provided by the air lift cheese 1.
20 is inserted and installed concentrically in the pumping pipe 110 through the pump 20, and air is supplied from the air supply pipe 131 through the control valve 132. Fumarole 133 at the end of air tube 130
Although it depends on the pumping height, it is preferable to open the nozzle at a position lower than the low water level (LWL) by 250 mm or more so as to discharge air to the position. And pumping pipe 1
It is desirable that the U-shaped portion 10 is located at a position lower than the suction port 111 by 270 mm or more. A gap is provided between the inner circumferential surface of the water pump 110 and the air lift cheese 120 and the outer circumferential surface of the air tube 130 for raising and pumping up the discharged air and dirty water. The air pipe 1
The pipe 30 can be deformed so as to be piped to the outside of the water pipe 110 and the air lift cheese 120 and to be inserted from the lower side surface of the water pipe 110.

【0023】エアリフトチーズ120には、汲み上げた
汚水の流れを揚水管110内の上昇流から略水平方向へ
の流れに変更する円筒状の返送管140を一体成形によ
って設け、または別部品を接続することによって設け
る。この返送管140は、揚水管110により第1嫌気
濾床槽3から汲み上げた汚水を所定の流量で次段の第2
嫌気濾床槽5に移送しつつ余剰の汚水を第1嫌気濾床槽
3に返送するものであり、返送管140内の汚水の流れ
方向に略直角方向に該返送管140の上部を切り欠いて
開口させた第1の汚水返送口141と、汚水の略水平方
向への流れ方向の先端に設けた堰142の上に形成した
第2の汚水返送口143と、前記第1の汚水返送口14
1と第2の汚水返送口143の間の横部を切り欠いて形
成した汚水移送口144と、前記第1の汚水返送口14
1と汚水移送口144の間に設けたもぐり堰145を備
える。
The air lift cheese 120 is provided with a cylindrical return pipe 140 for integrally changing the flow of the pumped sewage from a rising flow in the pumping pipe 110 to a flow in a substantially horizontal direction, or is connected to another part. Provided by The return pipe 140 is provided at a predetermined flow rate for the wastewater pumped up from the first anaerobic filter bed tank 3 by the pumping pipe 110 at the second stage in the next stage.
Excess sewage is returned to the first anaerobic filter bed tank 3 while being transferred to the anaerobic filter bed tank 5, and the upper part of the return pipe 140 is cut off in a direction substantially perpendicular to the flow direction of the sewage in the return pipe 140. A first sewage return port 141 opened at the end, a second sewage return port 143 formed on a weir 142 provided at an end of the sewage flow in the substantially horizontal direction, and the first sewage return port 14
A sewage transfer port 144 formed by cutting out a horizontal portion between the first and second sewage return ports 143, and the first sewage return port 14;
And a sewage weir 145 provided between the wastewater transfer port 1 and the wastewater transfer port 144.

【0024】汚水移送口144は、嵌着部を弧状にして
返送管140の外周に回動可能に弾性的に嵌着し、また
は嵌着部を環状にして返送管140の第2の汚水返送口
143の方向から該返送管140に回動可能に嵌着した
移送口覆い146によって覆うようにする。この移送口
覆い146には、汚水移送口144に連なる移送樋14
7を設け、返送管140内の汚水を汚水移送口144か
ら移送樋147を通して第2嫌気濾床槽5に向けて流れ
出るように構成する。返送管140に対して回動可能に
嵌着した移送口覆い146は、これを回動させることに
より移送樋147の出口の高さを変えて移送水量を調整
可能にする。
The sewage transfer port 144 is rotatably and elastically fitted to the outer periphery of the return pipe 140 with an arcuate fitting portion, or the second sewage return of the return pipe 140 with an annular fitting portion. The transfer port cover 146 is rotatably fitted to the return pipe 140 from the direction of the port 143. This transfer port cover 146 has a transfer gutter 14 connected to the sewage transfer port 144.
7 is provided so that the sewage in the return pipe 140 flows out from the sewage transfer port 144 through the transfer gutter 147 toward the second anaerobic filter bed tank 5. The transfer port cover 146 rotatably fitted to the return pipe 140 changes the height of the outlet of the transfer gutter 147 by rotating the transfer port cover 146 so that the transfer water amount can be adjusted.

【0025】移送樋147の形状は、清掃性の向上を図
る上で、上部が開放した円筒状,略円筒状,角筒状(三
角形状)が好適である。返送管140の形状は、略円筒
状,角筒状にすることも可能である。第2の汚水返送口
143に取り付ける堰142の形状は、水平堰とした
が、三角堰,台形堰,円状堰とすることも可能である。
The shape of the transfer gutter 147 is preferably a cylindrical shape having an open upper portion, a substantially cylindrical shape, or a rectangular tube shape (triangular shape) in order to improve the cleaning performance. The shape of the return pipe 140 can be substantially cylindrical or rectangular. The shape of the weir 142 attached to the second sewage return port 143 is a horizontal weir, but may be a triangular weir, trapezoidal weir, or circular weir.

【0026】このような汚水浄化槽は、汚水は流入口4
から第1嫌気濾床槽3に流入させて高水位(H.W.
L)と低水位(L.W.L)の間で変動するように貯留
して嫌気処理する。そして、流体移送装置100は、給
気配管131から調節バルブ132を介して空気管13
0に給気して噴気口133から揚水管110内に空気を
吐出することにより該揚水管110内の汚水の見かけ比
重を低下させて該汚水を上昇させて汲み上げる。汲み上
げられた汚水は、エアリフトチーズ120内に達すると
気液分離されて返送管140内に流れ込み、汚水移送口
144から移送樋147を通って第2嫌気濾床槽5に流
れ出る。このとき、返送管140内の汚水移送口144
の位置の汚水の水位は、第1の汚水返送口141と第2
の汚水返送口143に設けた堰142ともぐり堰145
によって一定値に制御されるので、移送樋147を通っ
て流れ出る汚水の量は、一定の流量となる。
In such a sewage treatment tank, sewage is supplied to the inlet 4
From the first anaerobic filter bed tank 3 to a high water level (HW.
(L) and low water level (LWL). Then, the fluid transfer device 100 connects the air pipe 13 from the air supply pipe 131 through the adjustment valve 132.
By discharging air into the pumping pipe 110 from the blast port 133 by supplying air to the exhaust pipe 133, the apparent specific gravity of the sewage in the pumping pipe 110 is reduced, and the sewage is raised and pumped up. When the pumped-up sewage reaches the inside of the airlift cheese 120, it is separated into gas and liquid, flows into the return pipe 140, and flows out from the sewage transfer port 144 through the transfer gutter 147 to the second anaerobic filter tank 5. At this time, the sewage transfer port 144 in the return pipe 140
The water level of the sewage at the position of the first sewage return 141 and the second sewage return
142 provided at the sewage return port 143 of the country
, The amount of sewage flowing out through the transfer gutter 147 has a constant flow rate.

【0027】流体移送装置100における汚水汲み上げ
流量は給気量を調節バルブ132によって制御すること
により調節し、第2嫌気濾床槽5への移送量は移送口覆
い146を回動させて移送樋147の出口の高さを変え
ることによって調整する。
The flow rate of sewage pumping in the fluid transfer device 100 is adjusted by controlling the amount of supplied air by a control valve 132, and the amount of transfer to the second anaerobic filter bed tank 5 is controlled by rotating the transfer port cover 146 and transferring the transfer gutter. Adjust by changing the height of the 147 outlet.

【0028】第2嫌気濾床槽5に一定の流量で流れ込ん
だ汚水は、更に嫌気処理した後に好気濾床槽6に移流し
て好気処理し、更に処理水槽7を経て消毒槽8で消毒滅
菌して流出口9から放流する。
The sewage flowing into the second anaerobic filter bed tank 5 at a constant flow rate is further anaerobically treated, then transferred to the aerobic filter bed tank 6 for aerobic treatment, and further passed through the treated water tank 7 to the disinfection tank 8. It is sterilized and discharged from the outlet 9.

【0029】この流体移送装置100の汚水移送量は、
揚水管110への給気量を調節バルブ132によって調
整する第1の流体移送量調整機構または移送口覆い14
6を回動させることにより該移送口覆い146に設けた
移送樋147の出口の高さを変える第2の流体移送量調
整機構の一方または両方の組み合わせによって実現する
ことができる。
The sewage transfer amount of the fluid transfer device 100 is as follows.
A first fluid transfer amount adjusting mechanism or a transfer port cover 14 for adjusting the amount of air supplied to the pumping pipe 110 by an adjusting valve 132.
This can be realized by one or a combination of two or more second fluid transfer amount adjusting mechanisms that change the height of the outlet of the transfer gutter 147 provided in the transfer port cover 146 by rotating the transfer port cover 146.

【0030】このような流体移送装置100は、その大
きさが従来から用いられている流体移送装置と大差ない
ために設置場所に格別の配慮は不要であり、また、必要
な空気量も従来の流量調整枡式のものに比べて少ないた
め、新たな空気源を必要としない。従って、従来の汚水
浄化槽にそのまま取付けることが可能であり、その取付
位置も第1嫌気濾床槽3から第2嫌気濾床槽5への移流
部に限らず、流量調整容量や配置等を考慮して、他の移
流部に設置することも可能であり、更に、流量調整機能
を持たない汚水浄化槽に後付けで設置することも可能で
ある。
Since the size of the fluid transfer device 100 is not much different from that of a conventionally used fluid transfer device, no special consideration is required for the installation location. No new air source is required because it is smaller than that of the flow rate adjusting type. Therefore, it is possible to directly mount the filter on the conventional sewage purification tank, and the mounting position is not limited to the transfer section from the first anaerobic filter tank 3 to the second anaerobic filter tank 5 but also considers the flow control capacity and arrangement. Then, it can be installed in another advection section, and can also be installed later in a sewage purification tank having no flow rate adjusting function.

【0031】[0031]

【発明の効果】本発明は、汲み上げた汚水を水平方向に
流す返送管に返送口と移送口を形成したものであるの
で、構造が簡単で低コストで実現することができ、設置
場所への制約が少なく、且つ管理の簡便化が可能な定流
量性のある流体移送装置を提供することができる。
According to the present invention, since the return pipe and the transfer port are formed in the return pipe through which the contaminated sewage flows in the horizontal direction, the structure is simple and can be realized at low cost. It is possible to provide a fluid transfer device having a constant flow rate with few restrictions and capable of simplifying management.

【0032】更に、移送量の調整が容易な流体移送装置
を提供することができる。
Further, it is possible to provide a fluid transfer device in which the transfer amount can be easily adjusted.

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

【図1】本発明の流体移送装置を設置した汚水浄化槽の
縦断側面図である。
FIG. 1 is a longitudinal sectional side view of a sewage purification tank provided with a fluid transfer device of the present invention.

【図2】本発明の流体移送装置の一実施の形態を示す縦
断側面図である。
FIG. 2 is a vertical sectional side view showing one embodiment of the fluid transfer device of the present invention.

【図3】図2に示した流体移送装置の外観斜視図であ
る。
FIG. 3 is an external perspective view of the fluid transfer device shown in FIG. 2;

【図4】図2に示した流体移送装置の分解斜視図であ
る。
FIG. 4 is an exploded perspective view of the fluid transfer device shown in FIG. 2;

【符号の説明】[Explanation of symbols]

1…浄化槽筐体、3…第1嫌気濾床槽、4…流入口、5
…第2嫌気濾床槽、6…好気濾床槽、7…処理水槽、8
…消毒槽、9…流出口、100…流体移送装置、110
…揚水管、111…吸込み口、120…エアリフトチー
ズ、130…空気管、131…給気配管、132…調節
バルブ、133…噴気口、140…返送管、141…第
1の汚水返送口、142…堰、143…第2の汚水返送
口、144…汚水移送口、145…もぐり堰、146…
移送口覆い、147…樋。
DESCRIPTION OF SYMBOLS 1 ... Septic tank housing, 3 ... 1st anaerobic filter bed tank, 4 ... Inlet, 5
... second anaerobic filter bed tank, 6 ... aerobic filter bed tank, 7 ... treated water tank, 8
... disinfection tank, 9 ... outlet, 100 ... fluid transfer device, 110
... pumping pipe, 111 ... suction port, 120 ... air lift cheese, 130 ... air pipe, 131 ... air supply pipe, 132 ... control valve, 133 ... fume port, 140 ... return pipe, 141 ... first wastewater return port, 142 ... weir, 143 ... second sewage return port, 144 ... sewage transfer port, 145 ... digging weir, 146 ...
Transfer port cover, 147 ... Gutter.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】流体貯留槽内に開口した揚水管内部に該揚
水管内に空気を吐出可能な空気管を設置して該揚水管内
に空気を吐出させることにより該揚水管内の流体の見か
け比重を低下させて該流体の汲み上げを行う流体移送装
置において、 前記揚水管上部の流体移流口部に流体の流れを揚水管内
の上昇流から略水平方向への流れに変更する返送管を設
け、この返送管内の流体の流れ方向に略直角方向に該返
送管の上部を開口させた第1の流体返送口と、流体の略
水平方向への流れ方向に設けた堰の上に第2の流体返送
口を設け、前記第1の流体返送口と第2の流体返送口の
間に流体移送口を設けたことを特徴とする流体移送装
置。
An air pipe capable of discharging air into the pumping pipe is provided inside a pumping pipe opened in the fluid storage tank, and the apparent specific gravity of the fluid in the pumping pipe is reduced by discharging air into the pumping pipe. In the fluid transfer device for lowering and pumping up the fluid, a return pipe for changing a flow of the fluid from an ascending flow in the pump pipe to a flow in a substantially horizontal direction is provided at the fluid transfer port portion above the pump pipe. A first fluid return port having an opening at the top of the return pipe substantially perpendicular to the flow direction of the fluid in the pipe, and a second fluid return port on a weir provided in the flow direction of the fluid in a substantially horizontal direction And a fluid transfer port is provided between the first fluid return port and the second fluid return port.
【請求項2】請求項1において、前記第1の流体返送口
と流体移送口の間にもぐり堰を設けたことを特徴とする
流体移送装置。
2. The fluid transfer device according to claim 1, further comprising a dimple weir provided between the first fluid return port and the fluid transfer port.
【請求項3】請求項1または2において、前記空気管か
ら揚水管内に供給する空気量を調整することにより流体
移送量を変更可能にした第1の流体移送量調整機構を設
けたことを特徴とする流体移送装置。
3. A first fluid transfer amount adjusting mechanism according to claim 1 or 2, wherein a first fluid transfer amount adjusting mechanism is provided which is capable of changing a fluid transfer amount by adjusting an amount of air supplied from said air pipe into the pumping pipe. Fluid transfer device.
【請求項4】請求項1または2において、前記流体移送
口は、流体の略水平方向への流れ方向とを軸に回転させ
ることにより出口の高さを変更して流体移送量の調整を
可能にした第2の流体移送量調整機構を設けたことを特
徴とする流体移送装置。
4. The fluid transfer port according to claim 1, wherein the fluid transfer port is rotated about a direction in which the fluid flows in a substantially horizontal direction to change the height of the outlet to adjust the amount of fluid transfer. A fluid transfer device provided with a second fluid transfer amount adjusting mechanism.
【請求項5】請求項1または2において、空気管から揚
水管内に供給する空気量を調整することにより流体移送
量を変更可能にした第1の流体移送量調整機構と、流体
の略水平方向への流れ方向とを軸に回転させることによ
り流体移送口の出口の高さを変更して流体移送量の調整
を可能にした第2の流体移送量調整機構を設けたことを
特徴とする流体移送装置。
5. A first fluid transfer amount adjusting mechanism according to claim 1 or 2, wherein a fluid transfer amount can be changed by adjusting an amount of air supplied from the air pipe into the pumping pipe, and a substantially horizontal direction of the fluid. Fluid having a second fluid transfer amount adjusting mechanism that changes the height of the outlet of the fluid transfer port by rotating about the flow direction of the fluid to the shaft, thereby enabling adjustment of the fluid transfer amount. Transfer device.
JP2000151589A 2000-05-23 2000-05-23 Fluid transfer device Pending JP2001329999A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000151589A JP2001329999A (en) 2000-05-23 2000-05-23 Fluid transfer device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000151589A JP2001329999A (en) 2000-05-23 2000-05-23 Fluid transfer device

Publications (1)

Publication Number Publication Date
JP2001329999A true JP2001329999A (en) 2001-11-30

Family

ID=18657121

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000151589A Pending JP2001329999A (en) 2000-05-23 2000-05-23 Fluid transfer device

Country Status (1)

Country Link
JP (1) JP2001329999A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009116463A1 (en) * 2008-03-17 2009-09-24 株式会社クボタ Purifying tank
JP2009221979A (en) * 2008-03-17 2009-10-01 Kubota Corp Air lift pump for septic tank, and processed water transport device

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0222072Y2 (en) * 1986-08-19 1990-06-13
JPH0478992U (en) * 1990-11-14 1992-07-09
JPH04111600U (en) * 1991-01-25 1992-09-28 西原ネオ工業株式会社 Adjustable flow rate air lift pump
JPH0537397U (en) * 1991-10-21 1993-05-21 株式会社クボタ Septic tank
JPH0849700A (en) * 1994-08-03 1996-02-20 Kubota Corp Air lift pump for purifying tank
JPH11104664A (en) * 1997-09-30 1999-04-20 Hitachi Chem Co Ltd Septic tank

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0222072Y2 (en) * 1986-08-19 1990-06-13
JPH0478992U (en) * 1990-11-14 1992-07-09
JPH04111600U (en) * 1991-01-25 1992-09-28 西原ネオ工業株式会社 Adjustable flow rate air lift pump
JPH0537397U (en) * 1991-10-21 1993-05-21 株式会社クボタ Septic tank
JPH0849700A (en) * 1994-08-03 1996-02-20 Kubota Corp Air lift pump for purifying tank
JPH11104664A (en) * 1997-09-30 1999-04-20 Hitachi Chem Co Ltd Septic tank

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009116463A1 (en) * 2008-03-17 2009-09-24 株式会社クボタ Purifying tank
JP2009221979A (en) * 2008-03-17 2009-10-01 Kubota Corp Air lift pump for septic tank, and processed water transport device
CN101977851B (en) * 2008-03-17 2013-03-27 株式会社久保田 Purifying tank

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