JPH05118084A - Sewage conveying pump unit - Google Patents

Sewage conveying pump unit

Info

Publication number
JPH05118084A
JPH05118084A JP3184772A JP18477291A JPH05118084A JP H05118084 A JPH05118084 A JP H05118084A JP 3184772 A JP3184772 A JP 3184772A JP 18477291 A JP18477291 A JP 18477291A JP H05118084 A JPH05118084 A JP H05118084A
Authority
JP
Japan
Prior art keywords
pump
tank
pit
water
sewage
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.)
Granted
Application number
JP3184772A
Other languages
Japanese (ja)
Other versions
JPH0823174B2 (en
Inventor
Yoshio Sato
良男 佐藤
Kiyonori Sato
清典 佐藤
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.)
Ebara Corp
Original Assignee
Ebara Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ebara Corp filed Critical Ebara Corp
Priority to JP3184772A priority Critical patent/JPH0823174B2/en
Publication of JPH05118084A publication Critical patent/JPH05118084A/en
Publication of JPH0823174B2 publication Critical patent/JPH0823174B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Structures Of Non-Positive Displacement Pumps (AREA)
  • Sewage (AREA)

Abstract

PURPOSE:To collect approximately the whole quantity of suspended solids into a pit with the operation of a pump, to retain no suspended solids into a tank for a long time by discharging/conveying soil water having high density of suspended solids with the pump and to make it possible to prevent the generation of scum. CONSTITUTION:One or two units of pumps 5 are installed into a cylindrical tank 1, a pit 3 is so provided on the bottom of the tank 1 that a soil water surface area on the water level in the case of pump stopping is smaller than a soil water surface area on the water level in the case of pump starting, and from the upper end of the pit to the inside wall of the tank is formed of a rising slope 4. A part of pumping water of at least one unit of pump 5 is injected and run against the slope 4, mast of suspended solids is collected into the pit 3, and drainage/conveying is made by the pumps 5.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、円筒状の槽内にポンプ
を設置して汚水を排出・移送するポンプユニットに関
し、特にスカム(水面に浮遊している有機性油脂・有機
性物質の酸化・腐敗によってできる層状皮膜)の発生を
防止するポンプユニット(単位体)の構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pump unit in which a pump is installed in a cylindrical tank to discharge and transfer sewage, and particularly scum (oxidation of organic oils and fats and organic substances floating on the water surface). -Concerning the structure of the pump unit (unit body) that prevents the formation of a layered film caused by decay.

【0002】[0002]

【従来の技術】従来、汚水を円筒状の槽内に設置された
ポンプによって排出・移送する設備では、槽内の下部に
ピットを設け、ポンプ運転によって槽内水位が低下して
ポンプが停止するときの汚水表面積を小さくしてピット
内に浮遊物を集めるようにしている。しかし、ポンプ運
転によって水位が低下しても、水面では汚水の流れがな
いので、浮遊している有機性油脂・有機性物質は相互の
位置を殆ど変えることなく、水位の低下に伴ってそのま
ま下がって行き、槽内の斜面部などに付着して残留し、
スカム発生の原因となっている。このようにスカムの発
生が避けられないので、スカムの発生状況に合わせ、バ
キューム車などによってスカムの除去作業を行ってい
る。
2. Description of the Related Art Conventionally, in equipment for discharging and transferring dirty water by a pump installed in a cylindrical tank, a pit is provided in the lower part of the tank, and the water level in the tank is lowered by the pump operation to stop the pump. At that time, the surface area of sewage is reduced to collect suspended matter in the pit. However, even if the water level drops due to pump operation, there is no flow of sewage on the surface of the water, so the floating organic oils / organic substances do not change their mutual positions, and they drop as the water level drops. And it adheres to and remains on the slopes in the tank,
This is the cause of scum. Since the generation of scum is unavoidable in this way, scum removal work is performed by a vacuum vehicle or the like according to the situation of scum generation.

【0003】[0003]

【発明が解決しようとする課題】上記した従来設備にお
いては、ポンプを運転して槽内の水位が低下して行く過
程において、槽内水面に浮遊している有機性油脂・有機
性物質も、水位の低下に伴って下がって行くが、更に水
位が下がって槽底部に作ったピットに達しても、水面で
の水流が殆どないので、槽内壁からピット端までの傾斜
部に浮遊物がそのまま乗ってしまい、ピット内に周りの
浮遊物が流入しないので、ピットを設けてあっても浮遊
物濃度は殆ど変化がない。従って、ポンプの吸込む汚水
に含まれる浮遊物の量は、ピットを設けても殆ど増加せ
ず、水面に浮遊している有機性油脂・有機性物質が長時
間浮遊している間に腐敗して、厚い層状のスカムとな
り、悪臭が発生し、また汚水移送ポンプの始動・停止を
行わせるためのフロートスイッチを誤動作させるなどの
問題があり、そのため定期的な清掃を必要としていた。
In the above-mentioned conventional equipment, in the process of lowering the water level in the tank by operating the pump, the organic oil / fat / organic substance floating on the water surface in the tank is also Although the water level goes down as the water level drops, even if the water level goes down and reaches the pit formed at the bottom of the tank, there is almost no water flow on the water surface, so suspended matter remains on the slope from the tank inner wall to the pit end. Floating substances do not flow into the pit because they get on the vehicle, so even if the pit is provided, there is almost no change in the concentration of floating substances. Therefore, the amount of suspended matter contained in the sewage pumped in by the pump hardly increased even if the pit was provided, and the organic fats and organic substances floating on the water surface were decomposed while floating for a long time. However, there are problems such as thick layered scum, bad odor, and malfunction of the float switch for starting / stopping the sewage transfer pump, which necessitates regular cleaning.

【0004】本発明は、ポンプの運転に伴い浮遊物をほ
ぼ全量ピット内に入れ、浮遊物の濃度の高い汚水をポン
プで排水・移送することによって長時間槽内に浮遊物が
滞留しないようにして、スカムの発生を防止できるよう
にした汚水移送ポンプユニットを提供することを目的と
している。
According to the present invention, almost all the suspended matter is put in the pit as the pump is operated, and the wastewater having a high concentration of suspended matter is drained and transferred by the pump so that the suspended matter does not stay in the tank for a long time. Therefore, an object of the present invention is to provide a sewage transfer pump unit capable of preventing the generation of scum.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成するた
めに、本発明は、円筒状の槽内にポンプを1台又は2台
設置し、ポンプ始動時の水位における汚水表面積に対し
てポンプ停止時の水位における汚水表面積が小さくなる
ように、槽内下部にピットを設けた汚水移送用ポンプユ
ニットにおいて、ピット上端から槽内壁までを上昇斜面
で形成し、少なくとも1台のポンプの揚水の一部を該斜
面に噴出衝突させるようにしたことを特徴としている。
In order to achieve the above-mentioned object, the present invention provides one or two pumps in a cylindrical tank, and pumps the sewage surface area at the water level at the time of starting the pump. In a sewage transfer pump unit that has a pit in the lower part of the tank so that the surface area of the sewage at the water level at the time of stoppage is small, the slope from the top of the pit to the inner wall of the pit is formed as a rising slope, and at least one pump It is characterized in that the part is jetted and collided with the slope.

【0006】また第2番目の発明は、上記槽内下部にピ
ットを設けた汚水移送ポンプユニットにおいて、上記ピ
ット内に更に釜湯を設け、該釜湯内にポンプ吸込口をノ
ズル状に下方に伸ばして挿入し、ポンプ停止時の汚水表
面積を更に小さくすると共に、ピット上端から槽内壁ま
でを上昇斜面で形成し、少なくとも1台のポンプの揚水
の一部を該斜面に噴出衝突させるようにしたことを特徴
としている。
A second aspect of the present invention is a wastewater transfer pump unit in which a pit is provided in the lower portion of the tank, wherein hot water is further provided in the pit, and a pump suction port is formed in the hot water downward in a nozzle shape. It was extended and inserted to further reduce the surface area of sewage when the pump was stopped, and to form a rising slope from the top of the pit to the inner wall of the tank so that part of the pumped water of at least one pump jets out and collides with the slope. It is characterized by

【0007】[0007]

【作用】本発明は上記のように構成されているので、汚
水移送ポンプユニットにポンプが1台しか設置されてい
ないときは、ポンプ運転の度に、またポンプが2台設置
されて交互運転しているときには、少なくともポンプ運
転2回に1回、ポンプ揚水の一部が上昇斜面に噴出衝突
するが、上昇斜面に衝突した水流は、槽内壁に沿った上
昇流となり、該上昇流が水面に達すると水面上で浮遊物
を押し流す流れとなるので、浮遊物を一方向に集めるこ
とができる。従ってピットをこの位置に合わせて設けれ
ば、浮遊物の殆どをピット内に集めることができる。
Since the present invention is configured as described above, when only one pump is installed in the sewage transfer pump unit, two pumps are installed and alternate operation is performed every time the pump is operated. While the pump is running, at least once every two pump runs, part of the pumped water jets out and collides with the ascending slope. The water flow that collides with the ascending slope becomes an ascending flow along the inner wall of the tank, and the ascending flow comes to the water surface. When it reaches, it becomes a flow that pushes the suspended matter over the surface of the water, so that the suspended matter can be collected in one direction. Therefore, if the pit is provided at this position, most of the suspended matter can be collected in the pit.

【0008】また、ポンプ揚水の一部を槽内壁に向けて
噴射させるときに、槽中心から槽内壁に向かう垂直面と
ある角度を持たせると、噴射水は上昇斜面に衝突して斜
上方向に向かうので、槽内の汚水は、ポンプからの噴射
水によって槽内壁に沿って上昇しながら旋回するように
なり、ポンプ揚水の一部を一ヶ所から噴射させているだ
けで、槽内壁全周に沿って上昇旋回する水流にとなるの
で、浮遊物は槽内壁から離れ、槽中央部に集まって来
る。
Further, when a part of the pumped water is jetted toward the inner wall of the tank, if a certain angle is formed with the vertical plane extending from the center of the tank toward the inner wall of the tank, the jetted water collides with the ascending slope and is inclined upward. Therefore, the sewage in the tank will be swirled while rising along the inner wall of the tank by the jet water from the pump, and only a part of the pumped water will be jetted from one place, As it becomes a water flow that rises and swirls along, the suspended solids gather from the inner wall of the tank and gather in the center of the tank.

【0009】一方、汚水は槽中央部から再び槽底部に向
かう流れとなって降りて行くが、浮遊物は中央部に集ま
ったままになっているので、ポンプの運転によって水位
が低下すれば、浮遊物の殆どが中央部に設けたピット内
に集められる。このようにしてピット内に集められた浮
遊物をポンプでピット内の汚水と共に吸込み排出するの
で、ポンプ1回の運転で排出される浮遊物の量が多い。
ポンプ運転回数を重ねるのに従って槽内浮遊物も排出さ
れるので、浮遊物が槽内に長時間滞留することがなくな
り、スカムの発生を防止することができる。
On the other hand, the sewage flows down from the center of the tank toward the bottom of the tank again, but suspended matter remains in the center, so if the pump lowers the water level, Most of the suspended matter is collected in the pit in the center. Since the suspended matter collected in the pit in this way is sucked and discharged together with the dirty water in the pit by the pump, a large amount of suspended matter is discharged by one operation of the pump.
The suspended matter in the tank is also discharged as the number of pump operations increases, so that the suspended matter does not stay in the tank for a long time, and scum can be prevented from occurring.

【0010】また、第2番目の発明によれば、ピット内
に更に釜湯を設け、該釜湯内にポンプ吸込口がノズル状
に下方に伸ばして挿入されているので、ポンプ揚水の一
部が、ピット上端から槽内壁までの上昇斜面に噴射して
いるが、槽内の水位が釜湯内にまで低くなると、上記噴
射水がピット床面に残った浮遊物を釜湯内に流し込むの
で、該釜湯内に挿入したポンプの吸込口ノズルから大量
の空気を吸込んで揚水不能になるまで運転することによ
って、浮遊物を大量に移送することができる。
Further, according to the second aspect of the present invention, since the kettle hot water is further provided in the pit and the pump suction port is extended downward in a nozzle shape and inserted into the kettle hot water, a part of the pump pump water is pumped. However, it is spraying on the rising slope from the top of the pit to the inner wall of the tank, but if the water level in the tank drops to the inside of the kettle, the above-mentioned water will flow the suspended matter remaining on the pit floor into the kettle. A large amount of suspended matter can be transferred by sucking a large amount of air from the suction port nozzle of the pump inserted in the kettle and operating until the pump cannot be pumped.

【0011】[0011]

【実施例】次に、本発明の実施例を図面と共に説明す
る。図1は、本発明の第1番目の発明の一実施例を示す
汚水移送用ポンプユニットの垂直断面図である。
Embodiments of the present invention will now be described with reference to the drawings. FIG. 1 is a vertical sectional view of a sewage transfer pump unit showing an embodiment of a first invention of the present invention.

【0012】図において、槽1は円筒状をなし、上部が
開口され、側壁の中間部に下水管2が接続され、該槽1
内下部に、槽の内径より小径のピット3が形成され、該
ピット3の上端と槽内壁とは上昇斜面4で接続されてい
る。該ピット3に吸込口を開口するようにして、電動機
によって駆動されるポンプ(水中ポンプ)5が1台又は
2台(この実施例では2台)、上端を槽開口部近傍に取
付けられた案内棒6aを有す着脱装置6に、着脱可能に
取付けられており、垂直吐出管7、逆止弁8、吐出弁
9、水平吐出管10を経て槽1の外へ導かれている。
In the figure, a tank 1 has a cylindrical shape, an upper portion is opened, and a sewer pipe 2 is connected to an intermediate portion of a side wall of the tank 1.
A pit 3 having a diameter smaller than the inner diameter of the tank is formed in the inner lower portion, and the upper end of the pit 3 and the inner wall of the tank are connected by a rising slope 4. A guide having one or two pumps (submersible pumps) 5 driven by an electric motor (two in this embodiment) with an inlet opening to the pit 3 and an upper end of which is attached near the tank opening. It is removably attached to the attachment / detachment device 6 having a rod 6a, and is guided to the outside of the tank 1 through a vertical discharge pipe 7, a check valve 8, a discharge valve 9, and a horizontal discharge pipe 10.

【0013】上記ポンプ5は、図3に示すように2台
(5a,5b)並設されており、各ポンプは図4に示す
ように、ケーシング11の一部に穴12が穿設され、該
穴12からポンプ揚水の一部が矢印13a,13bのよ
うに噴出するようになっており、またポンプ羽根車14
とケーシング11との間隙を大きくして、粒径の大きい
異物の通過を可能とするボルテックス型ポンプによって
構成されている。このポンプ5は、揚水しない状態でも
羽根車14が水を攪拌することによって発生する攪拌熱
によって温度が徐々に上昇して許容温度に達するまで、
運転を継続できるようになっている。なお、図1におい
て、15は汚水、16はポンプ始動用フロートスイッ
チ、17はポンプ停止用フロートスイッチ、18はマン
ホール蓋、19は鎖であり、図4において、20はグラ
ンド側カバー、21は軸である。
As shown in FIG. 3, two pumps 5 (5a, 5b) are arranged side by side. Each pump has a hole 12 formed in a part of a casing 11 as shown in FIG. A part of pump water is ejected from the hole 12 as shown by arrows 13a and 13b, and a pump impeller 14 is also provided.
It is configured by a vortex type pump that enlarges the gap between the casing 11 and the casing 11 to allow foreign matters having a large particle diameter to pass therethrough. Even if the pump 5 is not pumped, the stirring heat generated by stirring the water by the impeller 14 gradually raises the temperature to reach the allowable temperature.
You can continue driving. In FIG. 1, 15 is dirty water, 16 is a pump start float switch, 17 is a pump stop float switch, 18 is a manhole cover, 19 is a chain, and in FIG. 4, 20 is a gland side cover, and 21 is a shaft. Is.

【0014】次に作用について説明すると、槽1に接続
されている下水管2から槽内に流入した汚水15は、時
間の経過に従って量が増加して水位が上昇する。水位が
上昇してポンプ始動用フロートスイッチ16が作動する
と、槽内に設置してあるポンプ5が運転を開始して、吐
出した汚水が着脱装置6内の流路を通り、垂直吐出し管
7、逆止弁8、吐出弁9、水平吐出管10と流れ、水平
吐出管10から外部の汚水移送管に汚水が移送される。
ポンプ5の運転によって槽1内の汚水15が排出移送さ
れて、水位がポンプ停止用フロートスイッチ17まで下
がり、該ポンプ停止用フロートスイッチ17が作動する
と、図に示されていないポンプ制御盤に組み込まれてい
るポンプ停止用タイマーが作動を開始する。該タイマー
が作動を開始しても、タイマー設定時間に達して作動を
終了するまでは移送ポンプは運転を継続する。タイマー
設定時間に達してタイマーが作動を終了すると、制御回
路が作動して移送ポンプ5は運転を終了する。ポンプ停
止用フロートスイッチ17が作動してからタイマーが作
動を終了するまでの間、移送ポンプ5は運転を継続する
ので、槽1内の水位は更に低下を続け、水位がポンプ吸
込口とほぼ同じレベルまで低下すると、ポンプ5は大量
の空気を吸込み、揚水不能となるがそのまま運転を継続
し、タイマーが作動を終了してポンプ5も停止する。こ
のように空気を大量に吸い込んで揚水不能となる限界状
態までポンプの運転を行うことにより、浮遊物を多量に
吸込み、移送することができる。
Next, the operation will be described. The amount of the sewage 15 flowing into the tank from the sewer pipe 2 connected to the tank 1 increases with time and the water level rises. When the water level rises and the pump start float switch 16 operates, the pump 5 installed in the tank starts operating, and the discharged dirty water passes through the flow path in the attachment / detachment device 6 and the vertical discharge pipe 7 The check valve 8, the discharge valve 9 and the horizontal discharge pipe 10 flow, and the waste water is transferred from the horizontal discharge pipe 10 to the external waste water transfer pipe.
When the pump 5 is operated, the sewage 15 in the tank 1 is discharged and transferred, the water level is lowered to the pump stop float switch 17, and when the pump stop float switch 17 is activated, it is incorporated into a pump control panel (not shown). The pump stop timer is started. Even when the timer starts to operate, the transfer pump continues to operate until the timer set time is reached and the operation ends. When the timer reaches the preset time and the timer stops operating, the control circuit operates and the transfer pump 5 stops operating. From the time the pump stop float switch 17 is actuated until the timer ends, the transfer pump 5 continues to operate, so the water level in the tank 1 continues to drop, and the water level is almost the same as the pump suction port. When it drops to the level, the pump 5 sucks in a large amount of air and cannot pump water, but continues to operate as it is, the timer finishes operating, and the pump 5 also stops. As described above, by operating the pump up to a limit state where it is impossible to pump water by sucking a large amount of air, it is possible to suck and transfer a large amount of suspended matter.

【0015】大雨の時には、下水管2からの流入量も増
加するので、ポンプ停止用フロートスイッチ17が作動
してからポンプ停止用タイマーの設定時間までポンプ5
を運転しても、該ポンプが大量に空気を吸い込んで揚水
不能になる水位まで槽内の水位が低下しないこともある
が、このような時は、有機性油脂や有機性物質の濃度が
流入する雨水によって薄められて、スカムが発生しにく
くなるので、揚水できなくなる水位まで運転できなくて
も問題がない。
During heavy rain, the inflow from the sewer pipe 2 also increases, so the pump 5 is operated from the activation of the pump stop float switch 17 to the set time of the pump stop timer.
Even if the pump is operated, the water level in the tank may not decrease to the level at which the pump draws in a large amount of air and makes it impossible to pump water.However, in such a case, the concentration of organic oils and fats and organic substances may flow in. Since it is diluted by the rainwater that does not generate scum, there is no problem even if you can not drive to the water level where you cannot pump water.

【0016】ポンプ停止用タイマーの設定時間に達して
ポンプが停止すると、下水管2からの流入汚水によっ
て、槽内の水位は再び上昇を始める。水位が上昇してポ
ンプ始動用フロートスイッチ16が作動すると、ポンプ
5が運転を開始して汚水の移送を開始する。
When the pump is stopped by reaching the set time of the pump stop timer, the water level in the tank starts to rise again due to the inflowing sewage from the sewer pipe 2. When the water level rises and the pump start float switch 16 operates, the pump 5 starts operating and starts transferring dirty water.

【0017】図3に示すようにポンプを2台設置して交
互運転をするようになっている場合は、前回運転したポ
ンプ5aは停止したままで隣のポンプ5bが運転を開始
して槽内の汚水を移送する。ポンプ停止用フロートスイ
ッチ17まで水位が低下してタイマーが作動し、設定時
間が経過してポンプ5bが停止する。以後ポンプ5aと
5bが交互に運転する。
When two pumps are installed and alternately operated as shown in FIG. 3, the previously operated pump 5a remains stopped and the adjacent pump 5b starts the operation so that the inside of the tank is stopped. Transfer sewage. The water level drops to the pump stop float switch 17, the timer is activated, and the pump 5b stops after the set time has elapsed. After that, the pumps 5a and 5b are alternately operated.

【0018】上記ポンプ5の運転に伴い、ポンプ5aの
ケーシング11に穿設された穴12より噴射される噴射
水13aは、槽1の壁に対する垂直面と角度Aで噴射し
ており、ポンプ5bの噴射水13bは、槽1の壁に対す
る垂直面と角度Bで噴射しており、この噴射によって槽
内壁に沿った上昇流と旋回流が生じる。ポンプが2台の
場合は、槽1の中心に対してポンプが振り分けになるの
で、1台のポンプの噴射角、例えば角度Aがゼロ(槽壁
に垂直に噴射)になっても他のポンプの噴射角はゼロに
ならないので、少なくとも1台のポンプの運転に対して
は上昇流と旋回流が生ずる。
With the operation of the pump 5, the jet water 13a jetted from the hole 12 formed in the casing 11 of the pump 5a is jetted at an angle A with the vertical plane with respect to the wall of the tank 1, and the pump 5b. The water 13b is sprayed at an angle B with the vertical surface with respect to the wall of the tank 1, and this spray causes an upflow and a swirl flow along the inner wall of the tank. When there are two pumps, the pumps are distributed to the center of the tank 1, so that even if the injection angle of one pump, for example, the angle A becomes zero (injects vertically to the tank wall), the other pumps Since the injection angle of is not zero, upflow and swirl flow occur for the operation of at least one pump.

【0019】またポンプ1台の場合で、槽壁に垂直な噴
射になる場合は、ピット3を一方の側壁に寄せるなどし
て対処できる。当該汚水移送ユニットは図1のマンホー
ル蓋18を取り除き、ポンプ5に付いている鎖19を引
き上げることによって、着脱装置6を槽内に残したまま
ポンプ5のみを案内棒6aをガイドとして地上に引き上
げることができる構造になっている。
Further, in the case of one pump, when the injection is vertical to the tank wall, it can be dealt with by moving the pit 3 to one side wall. The sewage transfer unit removes the manhole cover 18 of FIG. 1 and pulls up the chain 19 attached to the pump 5 to pull up only the pump 5 to the ground with the guide rod 6a as a guide while leaving the attaching / detaching device 6 in the tank. It has a structure that allows it.

【0020】この実施例によれば、当該汚水移送ポンプ
ユニットで槽内に設置した少なくとも1台のポンプの揚
水の一部をピット3上端から槽内壁までの上昇斜面4に
噴出衝突させることによって、上昇流、あるいは上昇流
と旋回流を生じさせ、この流れが水面に達すると、水面
で流れを生じるので、浮遊物を流れによって集合させ、
ポンプ5の運転によって水位が低下したときに浮遊物の
大部分を槽1内に設けたピット3内に集めることができ
る。このようにして集められた浮遊物をポンプで移送す
るので、槽内に浮遊物が長時間滞留することがなくな
り、スカムの発生を防止することができる。
According to this embodiment, a part of the pumped water of at least one pump installed in the tank by the sewage transfer pump unit is jetted and collided with the rising slope 4 from the upper end of the pit 3 to the inner wall of the tank. Ascending flow, or ascending flow and swirling flow are generated, and when this flow reaches the water surface, the flow is generated on the water surface, so the suspended matter is collected by the flow,
When the water level is lowered by the operation of the pump 5, most of the suspended matter can be collected in the pit 3 provided in the tank 1. Since the floating material collected in this way is transferred by a pump, the floating material does not stay in the tank for a long time, and scum can be prevented from occurring.

【0021】図2は、第2番目の発明に係る他の実施例
を示す縦断面図であり、図中、図1に記載した符号と同
一の符号は同一ないし同類部分を示すものとし、先の実
施例と異る点についてのみ説明する。この実施例では、
槽1の底部に設けたピット3の中に、更に水平断面積の
小さい釜湯(凹部)22が設けられ、該釜湯22内に、
ポンプ5の吸込口を伸ばした吸込口ノズル23が挿入さ
れている。
FIG. 2 is a longitudinal sectional view showing another embodiment according to the second aspect of the invention. In the figure, the same reference numerals as those shown in FIG. 1 indicate the same or similar parts, Only points different from the embodiment will be described. In this example,
In the pit 3 provided at the bottom of the tank 1, a kettle (recess) 22 having a smaller horizontal cross-sectional area is provided, and inside the kettle 22,
A suction port nozzle 23, which is an extended suction port of the pump 5, is inserted.

【0022】この実施例によれば、ポンプの揚水の一部
をピット3の上端から槽内壁までの上昇斜面4に噴射し
ているが、水位が釜湯22内にまで低くなると、この噴
射水がピット3の床面に残った浮遊物を該釜湯22内に
流し込むので、ポンプ停止用フロートスイッチ17まで
水位が低下して図示しないポンプ停止用タイマーが作動
してから設定時間に達するまでの間に、釜湯内に挿入し
た吸込口ノズル23から大量の空気を吸い込んで揚水不
能になるまで運転することによって、浮遊物を大量に移
送してしまうことができる。
According to this embodiment, a part of the pumped water is sprayed onto the ascending slope 4 from the upper end of the pit 3 to the inner wall of the tank, but when the water level becomes low in the kettle water 22, this sprayed water is injected. Floats the suspended matter remaining on the floor of the pit 3 into the kettle water 22, so that the water level drops to the pump stop float switch 17 and the timer for pump stop (not shown) is activated until the set time is reached. In the meantime, a large amount of air can be transferred by sucking a large amount of air from the suction port nozzle 23 inserted in the kettle and operating until it becomes impossible to pump water.

【0023】なお、上記した実施例において、ポンプの
吐出揚水の一部を上昇斜面4に噴出させる手段として、
ポンプケーシング11に穴12を穿設し、該穴12より
ポンプ吐出揚水の一部を噴出させるようにした構造につ
いて説明したが、ポンプ吐出管7に穴を設けたり、又は
該吐出管7に分岐管を設けるなど、いろいろな手段があ
ることは勿論である。
In the above-described embodiment, as a means for ejecting a part of the pumped water discharged from the pump to the ascending slope 4,
The structure in which the hole 12 is formed in the pump casing 11 and a part of the pump discharge pumped water is ejected from the hole 12 has been described. However, the pump discharge pipe 7 may be provided with a hole or the discharge pipe 7 may be branched. Of course, there are various means such as providing a pipe.

【0024】[0024]

【発明の効果】以上説明したように、本発明によれば、
円筒状の槽内にポンプを1台又は2台設置し、ポンプ始
動時の水位における汚水表面積に対してポンプ停止時の
水位における汚水表面積が小さくなるように、槽内下部
にピットを設けた汚水移送用ポンプユニットにおいて、
ピット上端から槽内壁までを上昇斜面で形成し、少なく
とも1台のポンプの揚水の一部を該斜面に噴出衝突させ
るようにしたことにより、浮遊物の大部分を槽内のピッ
ト内に集めることができ、このようにして集められた該
浮遊物をポンプで外部へ移送して槽内に浮遊物が長時間
滞留することをなくし、スカムの発生を防止することが
できる。
As described above, according to the present invention,
One or two pumps are installed in a cylindrical tank, and a pit is provided in the lower part of the tank so that the surface area of the water when the pump is stopped is smaller than the surface area of the water when the pump is started. In the transfer pump unit,
Most of the suspended matter is collected in the pit in the tank by forming a rising slope from the top of the pit to the inner wall of the tank, and by jetting a part of the pumped water of at least one pump against the slope. The suspended matter thus collected can be transferred to the outside by a pump to prevent the suspended matter from staying in the tank for a long time, and to prevent scum from occurring.

【0025】また、第2番目の発明によれば、ピット内
に更に釜湯を設け、該釜湯内にポンプ吸込口をノズル状
に下方に伸ばして挿入するようにしたことにより、ピッ
トの床面に残った浮遊物を噴射水により釜湯内に流し込
むことができるので、ポンプの吸込口ノズルから、浮遊
物を効率よく大量に移送してしまうことができる。
According to the second aspect of the invention, the pit floor is further provided by further providing the hot water in the pit and inserting the pump suction port downward in a nozzle shape into the hot water. Since the floating matter remaining on the surface can be poured into the hot water by the jet water, a large amount of floating matter can be efficiently transferred from the suction port nozzle of the pump.

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

【図1】本発明の一実施例を示す汚水移送ポンプユニッ
トの縦断面図である。
FIG. 1 is a vertical cross-sectional view of a sewage transfer pump unit showing an embodiment of the present invention.

【図2】本発明の2番目の発明の一実施例を示す汚水移
送ポンプユニットの縦断面図である。
FIG. 2 is a vertical sectional view of a wastewater transfer pump unit showing an embodiment of a second invention of the present invention.

【図3】図1、図2の III−III 線による断面図であ
る。
FIG. 3 is a sectional view taken along the line III-III in FIGS. 1 and 2.

【図4】本発明に使用されるポンプの一実施例を示す縦
断面図である。
FIG. 4 is a vertical sectional view showing an embodiment of a pump used in the present invention.

【符号の説明】[Explanation of symbols]

1 槽 2 下水管 3 ピット 4 傾斜面 5,5a,5b ポンプ 6 着脱装置 7 垂直吐出管 10 水平吐出管 11 ポンプケーシング 12 穴 13a,13b 噴射水 14 羽根車 15 汚水 16 ポンプ始動用フロートスイッチ 17 ポンプ停止用フロートスイッチ 18 マンホール蓋 19 鎖 22 釜湯 23 吸込口ノズル 1 tank 2 sewage pipe 3 pit 4 inclined surface 5, 5a, 5b pump 6 attachment / detachment device 7 vertical discharge pipe 10 horizontal discharge pipe 11 pump casing 12 holes 13a, 13b jet water 14 impeller 15 waste water 16 pump start float switch 17 pump Float switch for stop 18 Manhole cover 19 Chain 22 Hot water 23 Suction port nozzle

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 円筒状の槽内にポンプを1台又は2台設
置し、ポンプ始動時の水位における汚水表面積に対して
ポンプ停止時の水位における汚水表面積が小さくなるよ
うに、槽内下部にピットを設けた汚水移送用ポンプユニ
ットにおいて、ピット上端から槽内壁までを上昇斜面で
形成し、少なくとも1台のポンプの揚水の一部を該斜面
に噴出衝突させるようにしたことを特徴とする汚水移送
ポンプユニット。
1. One or two pumps are installed in a cylindrical tank, and the lower surface of the tank has a smaller surface area when the pump is stopped than the surface area when the pump is stopped. In a sewage transfer pump unit provided with a pit, the sewage is characterized in that an upper slope from the pit upper end to an inner wall of the tank is formed as an ascending slope, and a part of pumped water of at least one pump is jetted and collided with the slope. Transfer pump unit.
【請求項2】 円筒状の槽内にポンプを1台又は2台設
置し、ポンプ始動時の水位における汚水表面積に対して
ポンプ停止時の水位における汚水表面積が小さくなるよ
うに、槽内下部にピットを設けた汚水移送用ポンプにお
いて、上記ピット内に更に釜湯を設け、該釜湯内にポン
プ吸込口をノズル状に下方に伸ばして挿入し、ポンプ停
止時の汚水表面積を更に小さくすると共に、ピット上端
から槽内壁までを上昇斜面で形成し、少なくとも1台の
ポンプの揚水の一部を該斜面に噴出衝突させるようにし
たことを特徴とする汚水移送ポンプユニット。
2. One or two pumps are installed in a cylindrical tank, and the lower surface of the tank has a smaller surface area when the pump is stopped than the surface area when the pump is stopped. In a sewage transfer pump provided with a pit, kettle hot water is further provided in the pit, and a pump suction port is extended downward into a nozzle shape and inserted into the kettle hot water to further reduce the sewage surface area when the pump is stopped. A sewage transfer pump unit, characterized in that a sloping slope is formed from the upper end of the pit to the inner wall of the tank, and a part of pumped water of at least one pump is jetted and collided with the slope.
JP3184772A 1991-07-24 1991-07-24 Sewage transfer pump unit Expired - Fee Related JPH0823174B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3184772A JPH0823174B2 (en) 1991-07-24 1991-07-24 Sewage transfer pump unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3184772A JPH0823174B2 (en) 1991-07-24 1991-07-24 Sewage transfer pump unit

Publications (2)

Publication Number Publication Date
JPH05118084A true JPH05118084A (en) 1993-05-14
JPH0823174B2 JPH0823174B2 (en) 1996-03-06

Family

ID=16159047

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3184772A Expired - Fee Related JPH0823174B2 (en) 1991-07-24 1991-07-24 Sewage transfer pump unit

Country Status (1)

Country Link
JP (1) JPH0823174B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06346491A (en) * 1993-06-07 1994-12-20 Daiichi Kizai Kk Rainwater treatment facility
JP2002130147A (en) * 2000-08-14 2002-05-09 Komatsu Denki Sangyo Kk Controller for field installation in water treatment facility
JP2002522682A (en) * 1998-07-06 2002-07-23 カーエスベー・アクチエンゲゼルシャフト Pump station inlet structure
JP2005214046A (en) * 2004-01-28 2005-08-11 Ebara Corp Submerged pump and manhole device
JP2013199839A (en) * 2012-03-23 2013-10-03 Kubota Corp Manhole pump device
CN105179262A (en) * 2015-10-19 2015-12-23 天津甘泉集团有限公司 Self-coupling type through-flow submersible electric pump

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5671419A (en) * 1979-11-14 1981-06-15 Hitachi Cable Crosslinked polyethylene insulated power cable connector
JPH0384136A (en) * 1989-08-28 1991-04-09 Taiheiyo Kiko Kk Discharge for liquid containing suspended matter and precipitate

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5671419A (en) * 1979-11-14 1981-06-15 Hitachi Cable Crosslinked polyethylene insulated power cable connector
JPH0384136A (en) * 1989-08-28 1991-04-09 Taiheiyo Kiko Kk Discharge for liquid containing suspended matter and precipitate

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06346491A (en) * 1993-06-07 1994-12-20 Daiichi Kizai Kk Rainwater treatment facility
JP2002522682A (en) * 1998-07-06 2002-07-23 カーエスベー・アクチエンゲゼルシャフト Pump station inlet structure
JP2002130147A (en) * 2000-08-14 2002-05-09 Komatsu Denki Sangyo Kk Controller for field installation in water treatment facility
JP4647071B2 (en) * 2000-08-14 2011-03-09 小松電機産業株式会社 On-site facility controller in water treatment facility
JP2005214046A (en) * 2004-01-28 2005-08-11 Ebara Corp Submerged pump and manhole device
JP2013199839A (en) * 2012-03-23 2013-10-03 Kubota Corp Manhole pump device
CN105179262A (en) * 2015-10-19 2015-12-23 天津甘泉集团有限公司 Self-coupling type through-flow submersible electric pump
CN105179262B (en) * 2015-10-19 2017-05-03 天津甘泉集团有限公司 Self-coupling type through-flow submersible electric pump

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