JP3008332B2 - Pump suction water tank - Google Patents
Pump suction water tankInfo
- Publication number
- JP3008332B2 JP3008332B2 JP7183860A JP18386095A JP3008332B2 JP 3008332 B2 JP3008332 B2 JP 3008332B2 JP 7183860 A JP7183860 A JP 7183860A JP 18386095 A JP18386095 A JP 18386095A JP 3008332 B2 JP3008332 B2 JP 3008332B2
- Authority
- JP
- Japan
- Prior art keywords
- tank
- water
- swirl
- water tank
- pump
- 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
Links
Landscapes
- Sewage (AREA)
- Details Of Reciprocating Pumps (AREA)
- Structures Of Non-Positive Displacement Pumps (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、個別に運転される
複数のポンプが設置された水槽の下水、排水、汚水など
を汲み上げるに際して、スカムなどの浮遊物が残留する
ことをできるだけ少なくし得るように工夫されたポンプ
の吸込水槽に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is intended to minimize the retention of suspended matter such as scum when pumping sewage, drainage, sewage, etc. of a water tank provided with a plurality of pumps which are individually operated. The present invention relates to a suction water tank of a pump devised in the following.
【0002】[0002]
【従来の技術】下水管路の途中で汚水を汲み上げるため
に設置されるポンプの吸込水槽として、水槽の底面にポ
ンプの吸込口が個別に配備される2つの予旋回槽を凹入
状に設けることが、特開平3−84136号公報や特開
平6−280300号公報によって示唆されている。2. Description of the Related Art As a suction water tank of a pump installed for pumping sewage in the middle of a sewage pipe, two pre-swirling tanks in which suction ports of pumps are individually provided are provided in the bottom of the water tank in a concave shape. This is suggested by JP-A-3-84136 and JP-A-6-280300.
【0003】図4は特開平3−84136号公報によっ
て示唆されているものを示している。このものは、マン
ホールやピットなどの水槽Hの底面の2箇所に並んで凹
入状に設けられた第1および第2の2つの予旋回槽1,
2の周囲に第1仕切壁3,4を設けると共に、2つの予
旋回槽1,2の形成域を区画する第2仕切壁5を設け、
片側の第1仕切壁3と第2仕切壁5との間に形成された
第1流入口6から延び出る第1流入路7を第1予旋回槽
1にポンプの回転方向R1に沿う接線方向に連通させ、
また、他側の第1仕切壁4と第2仕切壁5との間に形成
された第2流入口8から延び出る第2流入路9を第2予
旋回槽2にポンプの回転方向R2に沿う接線方向に連通
させてある。FIG. 4 shows the one suggested by Japanese Patent Application Laid-Open No. 3-84136. The first and second two pre-swirl tanks 1, which are provided in a concave shape alongside two places on the bottom surface of the water tank H such as manholes and pits,
The first partition walls 3 and 4 are provided around 2 and a second partition wall 5 that partitions the formation area of the two pre-rotation tanks 1 and 2 is provided.
A first inflow passage 7 extending from a first inlet 6 formed between the first partition wall 3 and the second partition wall 5 on one side is provided in the first pre-swirl tank 1 in a tangential direction along the rotation direction R1 of the pump. To communicate with
Further, a second inflow passage 9 extending from a second inlet 8 formed between the first partition wall 4 and the second partition wall 5 on the other side is connected to the second pre-swirl tank 2 in the rotation direction R2 of the pump. They are connected in a tangential direction along them.
【0004】図5は特開平6−280300号公報によ
って示唆されているものを示している。このものにおい
ても、マンホールでなる水槽Hの底面の2箇所に並んで
凹入状に設けられた第1および第2の2つの予旋回槽
1,2と貯水域(貯留槽)との間に第1仕切壁19を設
けると共に、2つの予旋回槽1,2の形成域を区画する
第2仕切壁11を設け、第1予旋回槽1にポンプの回転
方向に沿う接線方向で連なる第1流入路12の始部(流
入口)13を第1仕切壁19の中央部に設け、第2予旋
回槽2にポンプの回転方向に沿う接線方向で連なる第2
流入路14の始部(流入口)を第1仕切壁19の端部付
近に設けてある。FIG. 5 shows one suggested by Japanese Patent Application Laid-Open No. 6-280300. In this case as well, between the first and second two pre-swirl tanks 1 and 2 provided in a concave shape alongside two places on the bottom surface of the water tank H composed of manholes and a water storage area (storage tank). A first partition wall 19 is provided, and a second partition wall 11 for defining an area for forming the two pre-swirling tanks 1 and 2 is provided. The first partition wall 11 is connected to the first pre-swirling tank 1 in a tangential direction along the rotation direction of the pump. A second portion (inlet) 13 of the inflow path 12 is provided at the center of the first partition wall 19 and connected to the second pre-swirl tank 2 in a tangential direction along the rotation direction of the pump.
The beginning (inflow port) of the inflow path 14 is provided near the end of the first partition wall 19.
【0005】ところで、図4や図5で説明したような従
来のポンプの吸込水槽では、第1予旋回槽1や第2予旋
回槽2に対応して個別に設置された2基のポンプは一般
的に択一的に運転される。そして、水槽Hの汚水の水位
が所定の高さ以下になっているときにいずれかのポン
プ、たとえば第1予旋回槽1に対応するポンプが運転さ
れると、汚水が第1流入路7,12を通って第1予旋回
槽1に流入して旋回し、そのような旋回によって汚水が
スカムなどの浮遊物を巻き込み、ポンプによって汲み上
げられる。第2予旋回槽2に対応するポンプが運転され
たときには、汚水が第2流入路9,14を通って第2予
旋回槽2に流入して旋回し、そのような旋回によって汚
水が浮遊物を巻き込み、ポンプによって汲み上げられ
る。By the way, in the suction water tank of the conventional pump as described with reference to FIGS. 4 and 5, two pumps separately provided corresponding to the first pre-swirl tank 1 and the second pre-swirl tank 2 are used. Generally, it is operated alternatively. Then, when any of the pumps, for example, the pump corresponding to the first pre-swirling tank 1 is operated when the water level of the sewage in the water tank H is equal to or lower than a predetermined height, the sewage is supplied to the first inflow path 7, The wastewater flows into the first pre-swirl tank 1 through the swirl 12 and swirls. By such swirling, sewage entrains suspended matters such as scum and is pumped up by a pump. When the pump corresponding to the second pre-swirl tank 2 is operated, the sewage flows into the second pre-swirl tank 2 through the second inflow passages 9 and 14 and swirls. And is pumped up by a pump.
【0006】[0006]
【発明が解決しようとする課題】図4で説明した従来例
では、第1流入口6と第2流入口8とがいずれも水槽H
の中央付近で第2仕切壁5に接している。そのため、汚
水の水位が第1仕切壁3,4や第2仕切壁5の高さより
も下に位置している場合において、第1予旋回槽1また
は第2予旋回槽2に対応するポンプが個別に運転されて
スカムなどの浮遊物の汲上げが行われているときには、
たとえ水位が水槽Hの底面Bより上に位置しているとき
でも、図4に斜線で示した領域、すなわち水槽Hを形成
している水槽壁H1と第1仕切壁3,4とで囲まれる底
面B上の領域では、底面Bを流れて第1流入口6または
第2流入口8に流入する汚水の流れFが形成されにくく
なるか、あるいは流れがまったく形成されなくなる。こ
のように汚水の流れが形成されにくいか、もしくは形成
されない領域を死水領域Zと呼ぶことにすると、水位が
底面Bより下がって第1流入路7や第2の流入路8に達
したときには、その死水領域Zに第1予旋回槽1や第2
予旋回槽2に流入しないスカムなどの浮遊物が残留する
ことになる。In the conventional example described with reference to FIG. 4, both the first inlet 6 and the second inlet 8 are provided with a water tank H.
Near the center of the second partition wall 5. Therefore, when the water level of the sewage is lower than the height of the first partition walls 3 and 4 and the second partition wall 5, the pump corresponding to the first pre-rotation tank 1 or the second pre-rotation tank 2 When operating individually and pumping suspended matter such as scum,
Even when the water level is located above the bottom surface B of the water tank H, it is surrounded by the hatched area in FIG. 4, that is, the water tank wall H1 and the first partition walls 3 and 4 forming the water tank H. In the region on the bottom surface B, the flow F of the sewage flowing through the bottom surface B and flowing into the first inlet 6 or the second inlet 8 is less likely to be formed, or no flow is formed. If an area in which the flow of sewage is difficult to form or is not formed is called a dead water area Z, when the water level falls below the bottom surface B and reaches the first inflow path 7 or the second inflow path 8, In the dead water zone Z, the first pre-swirl tank 1 or the second
Suspended matter such as scum that does not flow into the pre-swirling tank 2 remains.
【0007】図5で説明した従来例では、特に第1流入
路12の流入口に相当する始部13が水槽Hの中央付近
に位置するため、上記死水領域Zが、第2流入口14の
始部15の反対側における水槽壁H1と第1仕切壁19
とで囲まれる底面B上の領域に形成されてしまい、第1
予旋回槽1に対応するポンプの運転に伴って底面Bから
第1流入口12を経て第1予旋回槽1に流入する汚水の
流れがその死水領域Zでは形成されにくくなったり、ま
ったく形成されなかったりして、死水領域Zにスカムな
どの浮遊物が残留してしまう。In the conventional example described with reference to FIG. 5, since the starting portion 13 corresponding to the inflow port of the first inflow path 12 is located near the center of the water tank H, the dead water region Z is formed by the second inflow port 14. The water tank wall H1 and the first partition wall 19 on the opposite side of the starting portion 15
Are formed in the region on the bottom surface B surrounded by
With the operation of the pump corresponding to the pre-swirling tank 1, the flow of sewage flowing from the bottom surface B through the first inlet 12 to the first pre-swirling tank 1 is hardly formed in the dead water region Z, or is completely formed. In some cases, suspended matter such as scum remains in the dead water area Z.
【0008】本発明は、以上の事情に鑑みてなされたも
のであり、水槽の内部を、2つの予旋回槽が形成されて
いる複槽形成域と予旋回槽の形成されていない貯水域と
に2区画し、ポンプの運転によって水位が水槽の底面の
上位からその下位に至るまでの間に、貯水域の中で広い
範囲を流れる水流がつくり出されるような対策を講じる
ことによって、水位が水槽の底面の下に低下したときに
貯水域にスカムなどの浮遊物が残留しないようにするこ
とを目的とする。The present invention has been made in view of the above circumstances, and the inside of a water tank is divided into a double tank formation area in which two pre-swirl tanks are formed and a water storage area in which no pre-swirl tank is formed. The water level can be reduced by taking measures to create a wide range of water flow in the reservoir area from the upper level of the bottom of the tank to the lower level by the operation of the pump. An object is to prevent floating substances such as scum from remaining in a water storage area when the water drops below the bottom of a water tank.
【0009】[0009]
【課題を解決するための手段】請求項1に係る発明は、
水槽の底面に回転方向が同一のポンプの吸込口が個別に
配備される第1および第2の2つの予旋回槽が凹入状に
設けられたポンプの吸込水槽において、水槽の底面に
は、水槽の底部を2つの予旋回槽が形成されている複槽
形成域と予旋回槽の形成されていない貯水域とに2区画
する第1仕切壁と、上記複槽形成域を1つずつの予旋回
槽が形成されている2つの単槽形成域に2区画する第2
仕切壁とがT字状に形成されて設けられ、上記貯水域に
属する水槽の底面は複槽形成域に向かう下り勾配に形成
され、上記貯水域が、第1仕切壁の一端湾曲部と水槽壁
との間に形成された第1流入口から延び出て第1予旋回
槽に対応するポンプの回転方向に沿う接線方向で第1予
旋回槽に連なり第1予旋回槽に向かう下り勾配を有する
滑らかに曲がった第1流入路によってその第1予旋回槽
に連通されていると共に、第1仕切壁の他端湾曲部と水
槽壁との間に形成された第2流入口から延び出て第2予
旋回槽に対応するポンプの回転方向に沿う接線方向で第
2予旋回槽に連なり第2予旋回槽に向かう下り勾配を有
する滑らかに曲がった第2流入路によってその第2予旋
回槽に連通されている、ことを特徴とするものである。The invention according to claim 1 is
In the suction tank of the pump provided with the first and second two pre-swirling tanks in which the suction ports of the pumps having the same rotation direction are individually provided on the bottom surface of the water tank, On the bottom
A first partition wall dividing the bottom of the water tank into a double tank forming area in which two pre-swirl tanks are formed and a water storage area in which no pre-swirl tank is formed; Second divided into two single-tank formation areas each having a pre-swirling tank
A partition wall is formed in a T-shape and provided in the water storage area.
The bottom of the water tank to which it belongs is formed with a downward slope toward the double tank formation area
Is, the reservoir area, the first pre-swirl extending out from the first inlet port formed between one end curved portion and the water tank wall of the first partition wall
Having a downward slope toward the first pre-rotation tank Ri tangentially along the rotational direction of the pump which corresponds to the vessel Tsurana the first pre-rotation chamber
It is connected to the first pre-swirling tank by a smoothly curved first inflow path, and extends from a second inlet formed between the other end curved portion of the first partition wall and the water tank wall to form a second inlet . Two
Have a downward slope toward the second pre-rotation tank Ri Tsurana the second pre-rotation chamber tangentially along the rotational direction of the pump which corresponds to the turning reservoir
Is communicated to the second pre-rotation chamber by a second inflow channel bent smoothly to, it is characterized in.
【0010】このようなポンプの吸込水槽であれば、水
槽の水位が第1仕切壁の高さよりも下であって水槽の底
面よりも上に位置しているときに、第1予旋回槽に対応
するポンプが運転された場合には、その運転に伴い、貯
水域の汚水が第1仕切壁の一端湾曲部と水槽壁との間に
形成された第1流入口を通って第1流入路に流入する一
方、第1予旋回槽側の水位低下によって、第2予旋回槽
側の汚水が第2予旋回槽の第2流入路を出て第1仕切壁
の外側の貯水域を通り、第1流入口を通って第1流入路
に流入する。さらに、第2予旋回槽に対応するポンプが
運転された場合には、その運転に伴い、貯水域の汚水が
第1仕切壁の他端湾曲部と水槽壁との間に形成された第
2流入口を通って第2流入路に流入する一方、第2予旋
回槽側の水位低下によって、第1予旋回槽側の汚水が第
1予旋回槽の第1流入路を出て第1仕切壁の外側の貯水
域を通り、第2流入口を通って第2流入路に流入する。
そのため、各予旋回槽に個別に対応している2基のポン
プのどちらが運転された場合でも、貯水域の底面上の全
体に亘る広い範囲で汚水の流れが生じて上述した死水領
域がなくなり、水槽の底面にスカムなどの浮遊物が堆積
していてもそのような汚水の流れによって浮遊物が洗い
流されて汚水と共に第1予旋回槽または第2予旋回槽に
流入し、ポンプによって汲み上げられる。In the case of such a suction water tank of a pump, when the water level of the water tank is lower than the height of the first partition wall and higher than the bottom surface of the water tank, the first pre-swirl tank becomes if the corresponding pump is operated is due to its operation, savings
While the sewage in the water area flows into the first inflow passage through the first inflow port formed between the one end curved portion of the first partition wall and the water tank wall, the first pre-swirl tank side lowers the water level, The wastewater on the side of the second pre-swirling tank exits the second inflow path of the second pre-swirling tank, passes through the water storage area outside the first partition wall, flows into the first inflow path through the first inflow port. Furthermore, when the pump corresponding to the second pre-swirling tank is operated, the second water in which the sewage in the water storage area is formed between the other end curved portion of the first partition wall and the water tank wall with the operation. While flowing into the second inflow channel through the inflow port, the water level on the second pre-swirling tank side decreases, and the sewage on the first pre-swirling tank side exits the first inflow channel of the first pre-swirling tank to form the first partition. Water storage outside the wall
Through the zone and into the second inflow channel through the second inlet.
Therefore, regardless of which one of the two pumps corresponding to each pre-swirling tank is operated, the flow of sewage occurs in a wide range over the entire bottom surface of the water storage area, eliminating the dead water area described above, Even if suspended matter such as scum accumulates on the bottom surface of the water tank, such suspended matter is washed away by the flow of such sewage, flows into the first pre-swirl tank or the second pre-swirl tank together with the sewage, and is pumped up by the pump.
【0011】また、上記のように構成されるポンプの吸
込水槽において、第1流入路と第2流入路は、それらが
連なる予旋回槽に向かう下り勾配を有しているので、こ
れら第1流入路や第2流入路を通って第1予旋回槽や第
2予旋回槽に流入して旋回する汚水の勢いが強くなり、
スカムなどの浮遊物を汚水中に巻き込む作用が顕著に発
揮される。 [0011] Te suction aquarium smell of the pump configured as above, first inflow path and the second inflow path, they
Since it has a downward slope toward the pre-rotation tank continuous, this
The first pre-swirl tank and the second
2 The momentum of the sewage flowing into the pre-swirl tank and swirling becomes stronger,
The effect of involving suspended matter such as scum in sewage is noticeable.
Be conducted .
【0012】[0012]
【発明の実施の形態】図1は本発明に係るポンプの吸込
水槽を実施するための一形態を示す平面図、図2は図1
のII−II線に相当する箇所での断面図である。DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a plan view showing one embodiment of a suction water tank of a pump according to the present invention, and FIG.
FIG. 2 is a cross-sectional view taken along a line corresponding to line II-II of FIG.
【0013】この実施の形態において、水槽Hは下水や
雑排水や汚水などの水が流入するコンクリート製のピッ
ト又はマンホールによって形成されている。水槽Hの底
面Bの一方に偏った2箇所に、凹入状の小さな第1予旋
回槽1と第2予旋回槽2とが設けられており、これら2
つの予旋回槽1,2のそれぞれには、個別のポンプPの
吸込口V1,V2が配備される。In this embodiment, the water tank H is formed by concrete pits or manholes into which water such as sewage, gray water or sewage flows. At two locations deviated to one of the bottom surfaces B of the water tank H, a small first pre-swirl tank 1 and a second pre-swirl tank 2 having a concave shape are provided.
In each of the two pre-swirl tanks 1 and 2, suction ports V1 and V2 of individual pumps P are provided.
【0014】水槽Hの底面Bには第1仕切壁21と第2
仕切壁22とがT字状に形成されて設けられている。第
1仕切壁21は、水槽Hの底部を2つの予旋回槽1,2
が形成されている複槽形成域Aと予旋回槽の形成されて
いない貯水域Cとに2区画している。貯水域Cに属する
上記底面Bは、複槽形成域Aに向かう下り勾配を有して
いる。A first partition wall 21 and a second partition wall 21 are provided on the bottom B of the water tank H.
A partition wall 22 is provided in a T-shape. The first partition wall 21 is formed by dividing the bottom of the water tank H into two pre-rotation tanks 1 and 2.
Are formed into a double tank formation area A in which water is formed and a water storage area C in which no pre-swirling tank is formed. The bottom surface B belonging to the water storage area C has a downward slope toward the double tank formation area A.
【0015】第1仕切壁21の滑らかに湾曲した一端部
21aと水槽壁H1との間に第1流入口31が形成され
ており、また、第1仕切壁21の滑らかに湾曲した他端
部21bと水槽壁H1との間に第2流入口32が形成さ
れている。第2仕切壁22は上記複槽形成域Aを1つず
つの予旋回槽1,2が形成されている2つの単槽形成域
A1,A2に2区画している。それぞれの単槽形成域A
1,A2に属する上記底面Bは、第1予旋回槽1または
第2予旋回槽2に向かう下り勾配を有している。A first inlet 31 is formed between the smoothly curved one end 21a of the first partition wall 21 and the tank wall H1, and the other smoothly curved other end of the first partition wall 21 is provided. A second inflow port 32 is formed between 21b and the tank wall H1. The second partition wall 22 divides the double-tank formation area A into two single-tank formation areas A1 and A2 in which the pre-rotation tanks 1 and 2 are formed one by one. Each single tank formation area A
The bottom surface B belonging to 1 and A2 has a downward gradient toward the first pre-swirl tank 1 or the second pre-swirl tank 2.
【0016】そして、第1流入口31から延び出て第1
予旋回槽1に対応するポンプPの回転方向に沿う接線方
向で第1予旋回槽1に連なる滑らかに曲がった第1流入
路41によって、上記貯水域Cが第1予旋回槽1に連通
されている。また、第2流入口32から延び出て第2予
旋回槽2に対応するポンプPの回転方向に沿う接線方向
で第2予旋回槽2に連なる滑らかに曲がった第2流入路
42によって、上記貯水域Cが第2予旋回槽2に連通さ
れている。[0016] Then, extending from the first inflow port 31, the first
The water storage area C is communicated with the first pre-swirl tank 1 by a smoothly curved first inflow path 41 connected to the first pre-swirl tank 1 in a tangential direction along the rotation direction of the pump P corresponding to the pre-swirl tank 1. ing. The second pre-out extending from the second inlet 32
The water storage area C is communicated with the second pre-swirl tank 2 by a smoothly curved second inflow path 42 connected to the second pre- swirl tank 2 in a tangential direction along the rotation direction of the pump P corresponding to the swirl tank 2. I have.
【0017】なお、図1および図2において、51,5
2はポンプPの吐出ベンド100を支える台座である。In FIGS. 1 and 2, 51, 5
Reference numeral 2 denotes a pedestal that supports the discharge bend 100 of the pump P.
【0018】上記のように構成されたポンプの吸込水槽
において、水槽Hの汚水の水位が貯水域Cの底面Bより
も上で第1仕切壁21の高さよりも下に位置していると
きに、たとえば第1予旋回槽1に対応するポンプPを運
転してその吸込口V1から第1予旋回槽1内の汚水を吸
い上げさせると、貯水域Cから第1流入口31を通り第
1流入路41を経て第1予旋回槽1に流れ込む汚水が、
貯水域Cの底面B上で、水槽壁H1や第1仕切壁21に
接する流れを形成するので、第1仕切壁21における第
1流入口側部分と水槽壁H1との間に上記した死水領域
が形成されない。このため、貯水域Cの底面Bに堆積し
ているスカムなどの浮遊物がその流れによって洗い流さ
れ、汚水と共にポンプの吸込口V1から汲み上げられ
る。In the suction tank of the pump configured as described above, when the level of the sewage in the water tank H is higher than the bottom B of the water storage area C and lower than the height of the first partition wall 21. For example, when the pump P corresponding to the first pre-swirling tank 1 is operated to suck up the sewage in the first pre-swirling tank 1 from the suction port V1, the first inflow from the water storage area C through the first inflow port 31 is performed. The sewage flowing into the first pre-swirling tank 1 via the road 41 is
On the bottom surface B of the water storage area C, a flow in contact with the water tank wall H1 and the first partition wall 21 is formed. Therefore, the dead water area described above between the first inlet side portion of the first partition wall 21 and the water tank wall H1. Is not formed. Therefore, suspended matter such as scum accumulated on the bottom surface B of the water storage area C is washed away by the flow, and is pumped up together with the sewage from the suction port V1 of the pump.
【0019】同様のことが第2予旋回槽2に対応するポ
ンプを運転してその吸込口V2から第2予旋回槽2内の
汚水を吸い上げさせたときにも行われる。すなわち、水
槽Hの汚水の水位が貯水域Cの底面Bよりも上で第1仕
切壁21の高さよりも下に位置しているときに、第2予
旋回槽2に対応するポンプを運転してその吸込口V2か
ら第2予旋回槽2内の汚水を吸い上げさせると、貯水域
Cから第2流入口32を通り第2流入路42を経て第2
予旋回槽2に流れ込む汚水が、貯水域Cの底面B上で、
水槽壁H1や第1仕切壁21に接する流れを形成するの
で、第1仕切壁21における第2流入口側部分と水槽壁
H1との間に上記した死水領域が形成されなくなり、貯
水域Cの底面Bに堆積しているスカムなどの浮遊物がそ
の流れによって洗い流され、汚水と共にポンプの吸込口
V2から汲み上げられる。The same operation is performed when the pump corresponding to the second pre-swirling tank 2 is operated to draw up the waste water in the second pre-swirling tank 2 from the suction port V2. That is, when the level of the sewage in the water tank H is higher than the bottom surface B of the water storage area C and lower than the height of the first partition wall 21, the pump corresponding to the second pre-swirl tank 2 is operated. When the sewage in the second pre-swirling tank 2 is sucked up from the suction port V2, the water from the water storage area C passes through the second inflow port 32 through the second inflow path 42, and the second
The sewage flowing into the pre-swirling tank 2 is on the bottom B of the water storage area C,
Since the flow in contact with the water tank wall H1 and the first partition wall 21 is formed, the dead water area described above is not formed between the second inlet side portion of the first partition wall 21 and the water tank wall H1. Suspended matter such as scum accumulated on the bottom surface B is washed away by the flow, and is pumped up together with the sewage from a suction port V2 of the pump.
【0020】また、上記した第1流入路41や第2流入
路42は、それらが連なる予旋回槽1,2に向かう下り
勾配を有している。そのため、これらの第1流入路41
や第2流入路42を通って第1予旋回槽1や第2予旋回
槽2に流入して旋回する汚水の勢いが強くなって、スカ
ムなどの浮遊物を汚水中に巻き込む作用が顕著に発揮さ
れるので、ポンプの汲み上げによる浮遊物の回収が効果
的に行われるという利点がある。 Further, the first inlet channel 41 and the second inflow path 42 described above has a downward <br/> slope towards the pre-rotation tanks 1 and 2 which they continuous. Therefore, these first inflow paths 41
And the swirling sewage flowing into the first pre-swirl tank 1 and the second pre-swirl tank 2 through the second inflow passage 42 becomes strong, and the action of involving suspended matter such as scum in the sewage becomes remarkable. Since it is exhibited, there is an advantage that the suspended matter can be effectively collected by pumping.
【0021】第1流入路41や第2流入路42は、図3
に示したように水平になっていてもよい。このものによ
っても、第1流入口31や第2流入口32は、第1予旋
回槽1や第2予旋回槽2に、ポンプの回転方向R1,R
2に沿う接線方向で連なっているので、第1予旋回槽1
や第2予旋回槽2では汚水の旋回流が生じてスカムなど
の浮遊物を汚水中に巻き込む作用が十分に発揮される。The first inflow channel 41 and the second inflow channel 42 are shown in FIG.
May be horizontal as shown in FIG. Also according to this, the first inlet 31 and the second inlet 32 are connected to the first pre-swirl tank 1 and the second pre-swirl tank 2 so that the pump rotation directions R1, R
2 are connected in a tangential direction along the first pre-swirl tank 1
In the second pre-swirl tank 2, a swirling flow of the sewage is generated, and the effect of involving suspended matter such as scum in the sewage is sufficiently exhibited.
【0022】図1において、61は第1予旋回槽1と第
2予旋回槽2とをそれらの底部付近で連通する連通路で
ある。この連通路61は、一方の予旋回槽から汚水を汲
み上げているときに、他方に残っている汚水や浮遊物を
一方の予旋回槽に導くことに役立つ。In FIG. 1, reference numeral 61 denotes a communication passage which connects the first pre-swirl tank 1 and the second pre-swirl tank 2 near their bottoms. The communication passage 61 is useful for guiding wastewater and suspended matter remaining in the other pre-swirl tank to the one pre-swirl tank when the wastewater is being pumped from one pre-swirl tank.
【0023】[0023]
【発明の効果】本発明によれば、水槽の底部に区画され
た貯水域の全体に亘る広い範囲で水流が形成されるの
で、従来のように死水領域が生じなくなって水槽の底面
に堆積したスカムなどの浮遊物がその水流によって予旋
回槽の中に洗い流される。そのため、水槽に浮遊物が残
りにくくなるという効果が奏される。According to the present invention, since the water flow is formed in a wide range over the entire water storage area defined at the bottom of the water tank, the dead water area is not generated as in the prior art, and the water is deposited on the bottom of the water tank. Suspended matter such as scum is washed away by the water flow into the pre-swirling tank. For this reason, an effect is obtained in that suspended matter hardly remains in the water tank.
【図1】本発明に係るポンプの吸込水槽を実施するため
の一形態を示す平面図である。FIG. 1 is a plan view showing one embodiment for implementing a suction water tank of a pump according to the present invention.
【図2】図1のII−II線に相当する箇所での断面図
である。FIG. 2 is a cross-sectional view taken along a line corresponding to line II-II in FIG.
【図3】図2に相応する他の実施の形態を示す断面図で
ある。FIG. 3 is a sectional view showing another embodiment corresponding to FIG. 2;
【図4】従来例の平面図である。FIG. 4 is a plan view of a conventional example.
【図5】他の従来例の平面図である。FIG. 5 is a plan view of another conventional example.
A 複槽形成域 A1,A2 単槽形成域 B 底面 C 貯水域 H 水槽 H1 水槽壁 P ポンプ V1,V2 吸込口 1 第1予旋回槽 2 第2予旋回槽 21 第1仕切壁 21a 第1仕切壁の一端部 21b 第1仕切壁の他端部 22 第2仕切壁 31 第1流入口 32 第2流入口 41 第1流入路 42 第2流入路 R1,R2 ポンプの回転方向 A Double tank formation area A1, A2 Single tank formation area B Bottom C Water storage area H Water tank H1 Water tank wall P Pump V1, V2 Suction port 1 First pre-rotation tank 2 Second pre-rotation tank 21 First partition wall 21a First partition One end of wall 21b The other end of first partition 22 Second partition 31 First inlet 32 Second inlet 41 First inflow channel 42 Second inflow channel R1, R2 Pump rotation direction
フロントページの続き (72)発明者 品末 太郎 大阪府枚方市中宮大池1丁目1番1号 株式会社クボタ枚方製造所内 (72)発明者 松田 政昭 大阪府枚方市中宮大池1丁目1番1号 株式会社クボタ枚方製造所内 (56)参考文献 特開 平3−84136(JP,A) 特開 平6−280300(JP,A) (58)調査した分野(Int.Cl.7,DB名) F04B 1/00 - 23/14 E03F 5/22 F04D 29/44 Continued on the front page (72) Inventor Taro Shinesue 1-1-1, Nakamiya Oike, Hirakata City, Osaka Prefecture Inside Kubota Hirakata Factory Co., Ltd. (72) Inventor Masaaki Matsuda 1-1-1, Nakamiya Oike, Hirakata City, Osaka Prefecture Shares (56) References JP-A-3-84136 (JP, A) JP-A-6-280300 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) F04B 1 / 00-23/14 E03F 5/22 F04D 29/44
Claims (1)
吸込口が個別に配備される第1および第2の2つの予旋
回槽が凹入状に設けられたポンプの吸込水槽において、水槽の底面には、 水槽の底部を2つの予旋回槽が形成さ
れている複槽形成域と予旋回槽の形成されていない貯水
域とに2区画する第1仕切壁と、上記複槽形成域を1つ
ずつの予旋回槽が形成されている2つの単槽形成域に2
区画する第2仕切壁とがT字状に形成されて設けられ、上記貯水域に属する水槽の底面は複槽形成域に向かう下
り勾配に形成され、 上記貯水域が、第1仕切壁の一端湾曲部と水槽壁との間
に形成された第1流入口から延び出て第1予旋回槽に対
応するポンプの回転方向に沿う接線方向で第1予旋回槽
に連なり第1予旋回槽に向かう下り勾配を有する滑らか
に曲がった第1流入路によってその第1予旋回槽に連通
されていると共に、第1仕切壁の他端湾曲部と水槽壁と
の間に形成された第2流入口から延び出て第2予旋回槽
に対応するポンプの回転方向に沿う接線方向で第2予旋
回槽に連なり第2予旋回槽に向かう下り勾配を有する滑
らかに曲がった第2流入路によってその第2予旋回槽に
連通されていることを特徴とするポンプの吸込水槽。1. A suction tank for a pump in which first and second two pre-swirling tanks are provided in a recessed manner, wherein suction ports of pumps having the same rotation direction are separately provided on a bottom surface of the water tank. A first partition wall for dividing the bottom of the water tank into a double tank forming area in which two pre-swirl tanks are formed and a water storage area in which no pre-swirl tank is formed; To two single tank formation areas where one pre-swirling tank is formed.
A second partition wall for partitioning is provided in a T-shape, and the bottom surface of the water tank belonging to the water storage area is located below the double tank formation area.
And the water storage area extends from a first inflow port formed between the one end curved portion of the first partition wall and the water tank wall to face the first pre-swirl tank.
Smooth with a downward slope toward the first pre-rotation tank Ri Tsurana the first pre-rotation chamber tangentially along the rotational direction of the response to the pump
The first inflow path is connected to the first pre-swirl tank by a curved first inflow path, and extends from a second inflow port formed between the other end curved portion of the first partition wall and the water tank wall to form a second inflow path . Pre-swirling tank
Smooth with a down slope toward the second pre-rotation tank Ri Tsurana the second pre-rotation chamber tangentially along the rotation direction of the corresponding pump
A suction water tank for a pump, wherein the suction water tank is communicated with the second pre-swirling tank by a second curved inflow path.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7183860A JP3008332B2 (en) | 1995-07-20 | 1995-07-20 | Pump suction water tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7183860A JP3008332B2 (en) | 1995-07-20 | 1995-07-20 | Pump suction water tank |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0932737A JPH0932737A (en) | 1997-02-04 |
JP3008332B2 true JP3008332B2 (en) | 2000-02-14 |
Family
ID=16143096
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7183860A Expired - Lifetime JP3008332B2 (en) | 1995-07-20 | 1995-07-20 | Pump suction water tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3008332B2 (en) |
-
1995
- 1995-07-20 JP JP7183860A patent/JP3008332B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0932737A (en) | 1997-02-04 |
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