JPH1089300A - How to recover residual water in the tank - Google Patents
How to recover residual water in the tankInfo
- Publication number
- JPH1089300A JPH1089300A JP24834396A JP24834396A JPH1089300A JP H1089300 A JPH1089300 A JP H1089300A JP 24834396 A JP24834396 A JP 24834396A JP 24834396 A JP24834396 A JP 24834396A JP H1089300 A JPH1089300 A JP H1089300A
- Authority
- JP
- Japan
- Prior art keywords
- tank
- peripheral wall
- pump
- water
- water tank
- 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
Links
Landscapes
- Sewage (AREA)
- Structures Of Non-Positive Displacement Pumps (AREA)
Abstract
(57)【要約】
【課題】 水槽内の残水を簡単に回収して、残水量を殆
ど0に近付けるとともに、水槽の底部にスカムや砂など
が堆積するのを防止する。
【解決手段】 上端が開口された周壁3Aと底壁3Cを
有し、周壁3Aの偏心位置に該周壁3Aの内側でポンプ
Pの回転方向Rと同じ方向の旋回流Sを発生させ得る指
向性の流入路3Dが形成されている予旋回槽3を設け、
底壁3Cを水槽1の底部1Aより低レベルに位置させた
状態で該水槽1に予旋回槽3を設置し、周壁3Aの内側
にポンプPを装入することで、該ポンプPの外周と周壁
3Aの内周によって囲まれ、かつ流入路3Dに連通する
環状の流路4を形成し、ポンプPの運転によって水槽1
の残水を流入路3Dから環状の流路4に導入して予旋回
させて排水するようにしてある。
(57) [Summary] [PROBLEMS] To easily collect residual water in a water tank to make the amount of residual water almost zero, and to prevent scum and sand from being deposited on the bottom of the water tank. SOLUTION: A directivity which has a peripheral wall 3A and a bottom wall 3C having an open upper end, and can generate a swirling flow S in the same direction as the rotation direction R of the pump P inside the peripheral wall 3A at an eccentric position of the peripheral wall 3A. The pre-swirling tank 3 in which the inflow path 3D of is formed,
The pre-swirling tank 3 is installed in the water tank 1 with the bottom wall 3C positioned at a lower level than the bottom 1A of the water tank 1, and the pump P is inserted inside the peripheral wall 3A, so that the outer circumference of the pump P An annular flow path 4 surrounded by the inner circumference of the peripheral wall 3A and communicating with the inflow path 3D is formed.
The remaining water is introduced from the inflow channel 3D into the annular flow channel 4 and pre-swirled to drain.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、水槽内の残水を簡
単に回収して、残水量を殆ど0に近付けることができる
とともに、経時によりスカムや砂などが水槽の底部に堆
積するのを防止する水槽内の残水回収方法に関する。BACKGROUND OF THE INVENTION The present invention relates to a method for easily recovering residual water in a water tank so that the amount of residual water can be almost reduced to zero, and to prevent scum and sand from accumulating on the bottom of the water tank over time. The present invention relates to a method for recovering residual water in a water tank to be prevented.
【0002】[0002]
【従来の技術】図4に示す水槽1内の貯水は、一般に、
水中ポンプP1を装入して運転することによって排水さ
れる。しかし、水中ポンプP1の吸込口2のレベルに相
当する比較的多量の水が残水として残存する。ところ
が、この残水を簡単に回収して、残水量を殆ど0に近付
けたい要求があっても、簡単に回収することは相当に困
難な現状である。また、経時によりスカムや砂などが水
槽1の底部1Aに堆積する問題も生じる。2. Description of the Related Art Generally, water stored in a water tank 1 shown in FIG.
It is drained by charging and operating the submersible pump P1. However, a relatively large amount of water corresponding to the level of the suction port 2 of the submersible pump P1 remains as residual water. However, even if there is a demand to easily recover the residual water and make the residual water amount almost zero, it is quite difficult to easily recover the residual water. In addition, there is a problem that scum, sand, and the like are deposited on the bottom 1A of the water tank 1 over time.
【0003】[0003]
【発明が解決しようとする課題】すなわち、従来は、残
水を簡単に回収して、残水量を殆ど0に近付けたい要求
があっても、簡単に回収することは相当に困難であり、
比較的多量の水が残水として残存するとともに、経時に
より沈砂やスカムなどが水槽の底部に堆積する欠点を有
している。That is, conventionally, it is considerably difficult to easily recover the residual water even if there is a demand to make the residual water amount almost close to zero.
A relatively large amount of water remains as residual water, and sedimentation and scum accumulate on the bottom of the water tank with the lapse of time.
【0004】そこで、本発明は、水槽内の残水を簡単に
回収して、残水量を殆ど0に近付けるとともに、水槽の
底部に沈砂やスカムなど堆積するのを防止することがで
きる水槽内の残水回収方法を提供することを目的として
いる。[0004] Accordingly, the present invention provides a method for easily recovering residual water in a water tank to reduce the amount of residual water to almost zero and to prevent sedimentation such as sedimentation or scum on the bottom of the water tank. It aims to provide a method for recovering residual water.
【0005】[0005]
【課題を解決するための手段】前記目的を達成するため
に、本発明は、周壁の下端を閉塞する底壁を有し、前記
周壁の偏心位置に該周壁の内側でポンプの回転方向と同
じ方向の旋回流を発生させ得る指向性の流入路が形成さ
れている予旋回槽を設け、水槽の底部に前記周壁の上端
開口と前記流入路の入口を連通させて前記底壁を前記水
槽の底部より低レベルに位置させた状態で該水槽に前記
予旋回槽を設置し、前記周壁の内側にポンプを装入する
ことで、該ポンプの外周と周壁の内周によって囲まれ、
かつ前記流入路に連通する環状の流路を形成し、前記ポ
ンプの運転によって前記水槽の残水を前記流入路から前
記環状の流路に導入して排水することを特徴としてい
る。In order to achieve the above object, the present invention has a bottom wall for closing a lower end of a peripheral wall, and the eccentric position of the peripheral wall is the same as the rotation direction of the pump inside the peripheral wall. A pre-swirl tank in which a directional inflow path capable of generating a swirling flow in the direction is provided, and an upper end opening of the peripheral wall and an inlet of the inflow path are communicated with the bottom of the water tank so that the bottom wall of the water tank is formed. By installing the pre-swirling tank in the water tank in a state where it is positioned at a lower level than the bottom, and by inserting a pump inside the peripheral wall, it is surrounded by the outer periphery of the pump and the inner periphery of the peripheral wall,
In addition, an annular flow path communicating with the inflow path is formed, and residual water in the water tank is introduced from the inflow path to the annular flow path and drained by operating the pump.
【0006】本発明によれば、残水の回収を必要とする
場合には、予旋回槽の周壁の内側にポンプを装入し、こ
のポンプを運転することにより、水槽内の残水は、流入
路から環状の流路に流入する。環状の流路では、残水が
ポンプの回転方向(詳しくはポンプ羽根車の回転方向)
と同じ方向に旋回して、ポンプの吸込口の全周から吸い
込まれて有効に回収される。残水が流入路から環状の流
路に流入するのに伴って、沈砂やスカムが環状の流路に
流入し、環状の流路では、残水とともにポンプの回転方
向と同じ方向に旋回してポンプの吸込口直下の底壁上に
集められ、残水とともに吸込口に吸い込まれて回収され
る。According to the present invention, when it is necessary to recover the residual water, a pump is inserted inside the peripheral wall of the pre-swirling tank, and by operating this pump, the residual water in the water tank is reduced. It flows into the annular flow path from the inflow path. In the annular flow path, the residual water is in the direction of rotation of the pump (specifically, the direction of rotation of the pump impeller).
It is swirled in the same direction as above, and is sucked from the entire circumference of the suction port of the pump and is effectively collected. As the residual water flows from the inflow channel into the annular flow path, sedimentation and scum flow into the annular flow path, and in the annular flow path, the residual water is swirled in the same direction as the rotation direction of the pump. It is collected on the bottom wall just below the suction port of the pump, and is sucked into the suction port together with residual water and collected.
【0007】[0007]
【発明の実施の形態】以下、本発明の一実施の形態を図
面に基づいて説明する。図1は本発明の一実施の形態を
示す平面図、図2は図1におけるA−A線拡大断面、図
3は図1におけるB−B線断面である。なお、前記図4
の従来例と同一もしくは相当部分には同一付符号を付し
て説明する。図1ないし図3において、強化プラスチッ
ク製の水槽1のフラットな底部1Aの隅部に予旋回槽3
が取付けられている。この予旋回槽3は強化プラスチッ
クによって成形され、上端が開口された円形の周壁3A
と、この周壁3Aの上端部全周から外側に向けて上がり
勾配に傾斜して広がる鍔部3Bと、周壁3Aの下端を閉
塞する底壁3Cを備え、周壁3Aの接線方向もしくは接
線方向に近い方向に指向して周壁3Aの内部に連なる流
入路3Dが、その入口3d1から出口3d2にかけて下
がり勾配に傾斜した状態で鍔部3Bに凹入して形成され
ている。したがって、鍔部3Bの外端面と流入路3Dの
入口3d1の端面を底部1Aに面一に接続することによ
って、水槽1に予旋回槽3が設置される。これにより、
底壁3Cが水槽1の底部1Aより低レベルに位置するこ
とになる。An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a plan view showing an embodiment of the present invention, FIG. 2 is an enlarged cross section taken along line AA in FIG. 1, and FIG. 3 is a cross section taken along line BB in FIG. Note that FIG.
The same or corresponding parts as those of the conventional example are denoted by the same reference numerals and described. In FIG. 1 to FIG. 3, a pre-rotation tank 3 is provided at a corner of a flat bottom 1A of a water tank 1 made of reinforced plastic.
Is installed. The pre-swirling tank 3 is formed of reinforced plastic and has a circular peripheral wall 3A having an open upper end.
And a flange 3B that is inclined upward and expands outward from the entire periphery of the upper end of the peripheral wall 3A, and a bottom wall 3C that closes the lower end of the peripheral wall 3A, and is tangential to or close to the tangential direction of the peripheral wall 3A. An inflow passage 3D directed in the direction and connected to the inside of the peripheral wall 3A is formed so as to be recessed into the flange portion 3B in a state of being inclined downward from the inlet 3d1 to the outlet 3d2. Therefore, the pre-swirl tub 3 is installed in the water tub 1 by connecting the outer end face of the flange 3B and the end face of the entrance 3d1 of the inflow passage 3D flush with the bottom 1A. This allows
The bottom wall 3C is located at a lower level than the bottom 1A of the water tank 1.
【0008】また、周壁3Aの内側にポンプPを装入す
ることで、該ポンプPの外周と周壁3Aの内周によって
囲まれ、かつ流入路3Dに連通する環状の流路4が形成
される。なお、ポンプPとして水中ポンプP1よりも小
型のものが使用される。Further, by inserting the pump P inside the peripheral wall 3A, an annular flow path 4 which is surrounded by the outer periphery of the pump P and the inner periphery of the peripheral wall 3A and communicates with the inflow passage 3D is formed. . The pump P is smaller than the submersible pump P1.
【0009】このような構成であれば、まず、従来と同
様に水中ポンプP1を装入して運転することによって、
該水中ポンプP1の吸込口2のレベルに相当する水位L
WLまで排水することができ、この水位LWLに相当す
る比較的多量の水が残存する。With such a configuration, first, the submerged pump P1 is charged and operated in the same manner as in the prior art.
Water level L corresponding to the level of suction port 2 of submersible pump P1
Water can be drained to WL, and a relatively large amount of water corresponding to the water level LWL remains.
【0010】残水を回収したい要求があれば、予旋回槽
3の周壁3Aの内側にポンプPを装入し、このポンプP
を運転する。これにより、水槽1内の残水は、ポンプP
により回収される。残水の水位が低下するのに伴って、
残水は流入路3Dから環状の流路4に流入する。環状の
流路4では、残水がポンプの回転方向(詳しくはポンプ
羽根車の回転方向)Rと同じ方向に旋回Sして、ポンプ
Pの吸込口2の全周から吸い込まれて有効に回収され
る。また、残水が流入路3Dから環状の流路4に流入す
るのに同伴して、スカムや砂が環状の流路4に流入し、
該環状の流路4では、残水とともにポンプPの回転方向
Rと同じ方向Sに旋回してポンプPの吸込口2の直下の
底壁3C上に集められ、残水とともに吸込口2に吸い込
まれて回収される。If there is a request to recover residual water, a pump P is inserted inside the peripheral wall 3A of the pre-swirling tank 3, and the pump P
To drive. Thereby, the residual water in the water tank 1 is
Collected by As the level of residual water drops,
The residual water flows into the annular flow path 4 from the inflow path 3D. In the annular flow path 4, the residual water turns S in the same direction as the pump rotation direction (specifically, the rotation direction of the pump impeller) R, is sucked from the entire circumference of the suction port 2 of the pump P, and is effectively collected. Is done. Further, scum and sand flow into the annular flow path 4 along with the residual water flowing into the annular flow path 4 from the inflow path 3D,
In the annular flow path 4, together with the residual water, it turns in the same direction S as the rotation direction R of the pump P and is collected on the bottom wall 3 </ b> C immediately below the suction port 2 of the pump P, and is sucked into the suction port 2 with the residual water. Collected.
【0011】すなわち、水槽1内の残水を簡単に回収し
て、残水量を殆ど0に近付ける(実際上は、予旋回槽3
の周壁3Aの底壁3C上に若干の残水が認められる)こ
とができるとともに、水槽1の底部1Aにスカムや砂な
どが堆積するのを防止できる。That is, the residual water in the water tank 1 is easily collected, and the residual water amount is made almost zero (in practice, the pre-rotation tank 3
A small amount of residual water can be recognized on the bottom wall 3C of the peripheral wall 3A), and the accumulation of scum, sand, and the like on the bottom 1A of the water tank 1 can be prevented.
【0012】なお、前記実施の形態では、強化プラスチ
ック製の水槽1に強化プラスチック製の予旋回槽3を取
付けた組合わせで説明しているが、水槽1と予旋回槽3
は、金属製の水槽1と金属製の予旋回槽3の組合わせ、
金属製の水槽1と強化プラスチック製の予旋回槽3との
組合わせ、コンクリート製の水槽1とコンクリート製の
予旋回槽3との組合わせ、コンクリート製の水槽1と金
属製の予旋回槽3との組合わせ、コンクリート製の水槽
1と強化プラスチック製の予旋回槽3との組合わせなど
を採用できる。In the above-described embodiment, the combination of the reinforced plastic water tank 1 and the reinforced plastic pre-swirl tank 3 is described, but the water tank 1 and the pre-swirl tank 3 are combined.
Is a combination of a metal water tank 1 and a metal pre-rotation tank 3
Combination of a metal water tank 1 and a pre-swirl tank 3 made of reinforced plastic, a combination of a concrete water tank 1 and a pre-swirl tank 3 of concrete, a concrete water tank 1 and a pre-swirl tank 3 of metal And a combination of a concrete water tank 1 and a reinforced plastic pre-rotation tank 3 can be employed.
【0013】前記実施の形態では、水槽1に1つの予旋
回槽3を設けているが、水槽1に2つ以上の予旋回槽3
を設けてもよい。また、水槽1の底部1Aを前記実施の
形態のようにフラットにせず、予旋回槽3に向けて下が
り勾配に傾斜する傾斜面で形成してもよい。In the above embodiment, the water tank 1 is provided with one pre-swirl tank 3, but the water tank 1 is provided with two or more pre-swirl tanks 3.
May be provided. Further, the bottom 1A of the water tank 1 may not be flat as in the above-described embodiment, but may be formed by an inclined surface that is inclined downward toward the pre-swirling tank 3.
【0014】さらに、図3のように、周壁3Aの内部に
連なる流入路3Dを、入口3d1から出口3d2にかけ
て下がり勾配に傾斜した状態で鍔部3Bに凹入して形成
しているが、下がり勾配に傾斜した流入路3Dに代え
て、二点鎖線X1で示すように、入口3d1と出口3d
2を同じレベルにした流入路3Dを形成してもよい。ま
た一点鎖線X2で示すように、中間程度の高さに入口3
d1と出口3d2を設けた流入路3Dを形成してもよ
い。Further, as shown in FIG. 3, an inflow passage 3D connected to the inside of the peripheral wall 3A is formed so as to be recessed from the inlet 3d1 to the outlet 3d2 so as to be recessed into the flange 3B in a state of being inclined downward. Instead of the inflow channel 3D inclined at a gradient, as shown by the two-dot chain line X1, the inlet 3d1 and the outlet 3d
An inflow path 3D in which 2 is at the same level may be formed. In addition, as shown by the alternate long and short dash line X2, the entrance 3 is at an intermediate height.
An inflow path 3D provided with d1 and an outlet 3d2 may be formed.
【0015】[0015]
【発明の効果】以上説明したように、本発明によれば、
残水の回収を必要とする場合には、予旋回槽の周壁の内
側にポンプを装入し、このポンプを運転することによ
り、水槽内の残水は、流入路から環状の流路に流入し、
環状の流路では、残水がポンプの回転方向と同じ方向に
旋回して、ポンプの吸込口の全周から吸い込まれて有効
に回収される。また、残水が流入路から環状の流路に流
入するのに伴って、スカムや砂が環状の流路に流入し、
環状の流路では、残水とともにポンプの回転方向と同じ
方向に旋回してポンプの吸込口直下の底壁上に集めら
れ、残水とともに吸込口に吸い込まれて回収されること
になるので、水槽内の残水を簡単に回収して、残水量を
殆ど0に近付けることができるとともに、水槽の底部に
スカムや砂などが堆積するのを防止できる。As described above, according to the present invention,
When it is necessary to collect residual water, a pump is inserted inside the peripheral wall of the pre-swirling tank, and by operating this pump, residual water in the water tank flows into the annular flow path from the inflow path. And
In the annular flow path, the residual water turns in the same direction as the rotation direction of the pump, is sucked from the entire circumference of the suction port of the pump, and is effectively collected. Also, as the residual water flows from the inflow channel into the annular flow path, scum and sand flow into the annular flow path,
In the annular flow path, it is swirled together with the residual water in the same direction as the rotation direction of the pump, collected on the bottom wall just below the suction port of the pump, and sucked into the suction port together with the residual water to be collected. The residual water in the water tank can be easily collected, the residual water amount can be made almost zero, and scum and sand can be prevented from being deposited on the bottom of the water tank.
【図1】本発明の一実施の形態を示す平面図である。FIG. 1 is a plan view showing an embodiment of the present invention.
【図2】図1のA−A線拡大断面図である。FIG. 2 is an enlarged sectional view taken along line AA of FIG.
【図3】図1のB−B線拡大断面図である。FIG. 3 is an enlarged sectional view taken along line BB of FIG. 1;
【図4】従来例の縦断面図である。FIG. 4 is a longitudinal sectional view of a conventional example.
1 水槽 1A 水槽の底部 3 予旋回槽 3A 予旋回槽の周壁 3C 予旋回槽の底壁 3D 予旋回槽の流入路 3d1 流入路の入口 4 環状の流路 P ポンプ R ポンプの回転方向 S 旋回流 Reference Signs List 1 water tank 1A bottom of water tank 3 pre-rotation tank 3A peripheral wall of pre-rotation tank 3C bottom wall of pre-rotation tank 3D inflow path of pre-rotation tank 3d1 inlet of inflow path 4 annular flow path P pump R rotation direction of pump S swirl flow
Claims (1)
周壁の偏心位置に該周壁の内側でポンプの回転方向と同
じ方向の旋回流を発生させ得る指向性の流入路が形成さ
れている予旋回槽を設け、水槽の底部に前記周壁の上端
開口と前記流入路の入口を連通させて前記底壁を前記水
槽の底部より低レベルに位置させた状態で該水槽に前記
予旋回槽を設置し、前記周壁の内側にポンプを装入する
ことで、該ポンプの外周と周壁の内周によって囲まれ、
かつ前記流入路に連通する環状の流路を形成し、前記ポ
ンプの運転によって前記水槽の残水を前記流入路から前
記環状の流路に導入して排水することを特徴とする水槽
内の残水回収方法。1. A directional inflow path having a bottom wall for closing a lower end of a peripheral wall and capable of generating a swirling flow in the same direction as the rotation direction of a pump is formed inside the peripheral wall at an eccentric position of the peripheral wall. A pre-swirl tank is provided, and the upper end opening of the peripheral wall and the inlet of the inflow path are communicated with the bottom of the water tank, and the pre-swirl is performed on the water tank with the bottom wall positioned at a lower level than the bottom of the water tank. By installing a tank and charging the pump inside the peripheral wall, it is surrounded by the outer periphery of the pump and the inner periphery of the peripheral wall,
And forming an annular flow path communicating with the inflow path, and introducing residual water in the water tank from the inflow path to the annular flow path by operating the pump to discharge the remaining water in the water tank. Water recovery method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24834396A JPH1089300A (en) | 1996-09-19 | 1996-09-19 | How to recover residual water in the tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24834396A JPH1089300A (en) | 1996-09-19 | 1996-09-19 | How to recover residual water in the tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH1089300A true JPH1089300A (en) | 1998-04-07 |
Family
ID=17176684
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24834396A Pending JPH1089300A (en) | 1996-09-19 | 1996-09-19 | How to recover residual water in the tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH1089300A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
-
1996
- 1996-09-19 JP JP24834396A patent/JPH1089300A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208328453U (en) | A kind of washing machine | |
| JPH06287989A (en) | Flush toilet bowl | |
| JPH1089300A (en) | How to recover residual water in the tank | |
| JPH11124897A (en) | Pump suction water tank | |
| JPH0621567Y2 (en) | Pumped well water pressure tank with sand remover | |
| KR100427437B1 (en) | Inverter construction frame of a manhole | |
| CN205676192U (en) | Eddy flow slagging-off collection device | |
| JPH10317477A (en) | Pre-swirling tank | |
| JP3656096B2 (en) | Pre-swirling tank for submersible pumps | |
| JPH1113128A (en) | Pre-swirling tank | |
| JPH1089299A (en) | Pump station drainage and sediment removal method | |
| JPH08312527A (en) | Pump suction water tank | |
| CN218653119U (en) | Drainage grit chamber and drainage system | |
| JPH1113129A (en) | Pre-swirling tank | |
| JP2923746B2 (en) | Pre-swirling tank for sewage pump system | |
| JP3751342B2 (en) | Waste water discharge device | |
| JPH08260561A (en) | Pump suction water tank | |
| JPH1143986A (en) | Pumping station | |
| JPH07252878A (en) | Pump device | |
| JPH10292477A (en) | Pre-swirling tank with pump well | |
| KR200328098Y1 (en) | Tornado Generator | |
| JP3008332B2 (en) | Pump suction water tank | |
| JPH09279675A (en) | Pump inlet in the pre-swivel tank | |
| JP5094587B2 (en) | Advance standby operation pump | |
| JP3061320U (en) | Submersible pump that blows down water |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20050114 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20050125 |
|
| A02 | Decision of refusal |
Effective date: 20050607 Free format text: JAPANESE INTERMEDIATE CODE: A02 |