JPH09279675A - Suction port for pump in prewhirl tank - Google Patents

Suction port for pump in prewhirl tank

Info

Publication number
JPH09279675A
JPH09279675A JP9517196A JP9517196A JPH09279675A JP H09279675 A JPH09279675 A JP H09279675A JP 9517196 A JP9517196 A JP 9517196A JP 9517196 A JP9517196 A JP 9517196A JP H09279675 A JPH09279675 A JP H09279675A
Authority
JP
Japan
Prior art keywords
tank
swirl
pump
suction port
swirling
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
JP9517196A
Other languages
Japanese (ja)
Inventor
Sunao Miyauchi
直 宮内
Yasuhiro Onishi
泰弘 大西
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP9517196A priority Critical patent/JPH09279675A/en
Publication of JPH09279675A publication Critical patent/JPH09279675A/en
Pending legal-status Critical Current

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  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent the remaining of a suspended matter such as sewage, scum, etc., in a preswirl tank and settling and deposition on a bottom wall of settled sand while obtaining capacity, in which a swirling flow generated in the preswirl tank is sucked positively. SOLUTION: 90 deg. bends 1A are installed at the lower end sections of each suction port 1 of pumps P1, P2. The lower ends of the 90 deg. bends 1A are abutted against the top faces of the bottom walls 2B, 3B of a first preswirl tank 2 and a second preswirltank 3 while the inlets of the 90 deg. bends 1A are counter- flowed to swirling flows S generated in the first preswirl tank 2 and the second preswirl tank 3, and accommodated to the swirling end sections of the swirling flows S.

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、予旋回槽内のポン
プの吸込口に係り、主として汚水発生源と下水処理場を
結ぶ汚水流下配管系の適所に設置されるポンプの吸込水
槽に設けられている予旋回槽に、汚水およびスカムなど
の浮遊物が残留したり、砂などの固形物が沈殿して底に
堆積するのを防止できるようにした予旋回槽内のポンプ
の吸込口に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a suction port of a pump in a pre-swirl tank, and is mainly provided in a suction water tank of a pump installed at an appropriate position of a sewage flow down piping system connecting a sewage source to a sewage treatment plant. The present invention relates to a suction port of a pump in a pre-swivel tank, which can prevent floating matters such as sewage and scum from remaining in the pre-swirl tank, and solid matters such as sand from being settled and accumulated on the bottom.

【0002】[0002]

【従来の技術】従来より、汚水発生源と下水処理場を結
ぶ汚水流下配管系の適所に設置されるポンプの吸込水槽
として、図6および図7に示すものが知られている。こ
の吸込水槽は、2台のポンプP1,P2の吸込口1を各
別に挿入する1対の予旋回槽2,3、つまり周壁2Aの
上端を開口した第1予旋回槽2と、周壁3Aの上端を開
口した第2予旋回槽3が吸込水槽4における底部5の一
側偏心位置に所定の幅間隔Wを有して凹設されている。
これら第1予旋回槽2と第2予旋回槽3の他側に幅方向
(XーX方向)にのびて底面10に突設された第1仕切
壁6によって、該第1仕切壁6一側の予旋回槽形成域7
と第1仕切壁6の他側に隣接する予旋回槽非形成域8と
に区画され、第1仕切壁6に直交するYーY方向で予旋
回槽形成域7側にのびて第1予旋回槽2と第2予旋回槽
3を各別に区画する第2仕切壁9が底面10に突設され
ている。これら第1仕切壁6および第2仕切壁9の上端
は、予旋回槽非形成域8の底面10と吸込水槽4の周壁
4Aとの境界部11と同じ高さに設定されている。
2. Description of the Related Art Conventionally, pumps shown in FIGS. 6 and 7 have been known as suction water tanks of pumps installed at appropriate places in a sewage drainage piping system connecting a sewage generation source and a sewage treatment plant. The suction water tank includes a pair of pre-swirl tanks 2 and 3 into which the suction ports 1 of the two pumps P1 and P2 are separately inserted, that is, a first pre-swirl tank 2 having an open upper end of the peripheral wall 2A, and a peripheral wall 3A. A second pre-swirling tank 3 having an open upper end is provided with a predetermined width interval W at one side eccentric position of the bottom 5 in the suction water tank 4.
The first pre-swirl tub 2 and the second pre-swirl tub 3 are provided on the other side with a first partition 6 extending in the width direction (XX direction) and protruding from the bottom surface 10. Pre-swirling tank formation area 7
And a pre-swirl tub non-forming area 8 adjacent to the other side of the first partition wall 6. The first pre-swirl tub forming area 7 side extends in the YY direction orthogonal to the first partition wall 6. A second partition wall 9 that separately divides the swirl tank 2 and the second pre-swirl tank 3 protrudes from the bottom surface 10. The upper ends of the first partition wall 6 and the second partition wall 9 are set at the same height as the boundary 11 between the bottom surface 10 of the pre-swirling tank non-forming area 8 and the peripheral wall 4A of the suction water tank 4.

【0003】そして、予旋回槽非形成域8と第1予旋回
槽2を互いに連通させる流入路12が第1のポンプP1
の回転方向Rに沿う接線方向で連なり、底部に向かって
下方に傾斜して形成され、予旋回槽非形成域8と第2予
旋回槽3を互いに連通させる流入路13が第2のポンプ
P2の回転方向Rに沿う接線方向で連なり、底部に向か
って下方に傾斜して形成されており、ポンプP1,P2
は吐出ベンド14を介して台座15に設置され、各ポン
プP1,P2それぞれの吸込口1は、第1予旋回槽2と
第2予旋回槽3の周壁2A,3Aおよび底壁2B,3B
に対して間隔を有して第1予旋回槽2と第2予旋回槽3
に挿入されて下向きに開口している。
An inflow passage 12 for connecting the pre-swirling tank non-forming area 8 and the first pre-swirling tank 2 to each other is provided by a first pump P1.
Is formed in a tangential direction along the rotation direction R of the first pump P2, and is formed to be inclined downward toward the bottom. Are formed in a tangential direction along the rotation direction R of the pumps P1 and P2 and inclined downward toward the bottom.
Is installed on a pedestal 15 via a discharge bend 14, and the suction ports 1 of the respective pumps P1 and P2 are connected to the peripheral walls 2A, 3A and the bottom walls 2B, 3B of the first pre-swirl tank 2 and the second pre-swirl tank 3.
The first pre-swirl tank 2 and the second pre-swirl tank 3
It is inserted downwardly and opened.

【0004】このような構造のポンプの吸込水槽では、
2台のポンプP1,P2が交互に運転される。たとえ
ば、第1のポンプP1が運転されることにより、吸込水
槽4内の汚水は第1のポンプP1の下向きの吸込口1か
ら吸い揚げられる。この状態では予旋回槽2の内部に旋
回流は発生していない。汚水の水位がWL1よりも低下
すると、汚水は流入路12を通って第1予旋回槽2に流
入することになるので、第1予旋回槽2内で旋回しなが
らスカムなどの浮遊物や沈砂を巻き込んで吸込口1に吸
い込まれ、第1のポンプP1に吸い揚げられる。また、
第2のポンプP2が運転されることにより、吸込水槽4
内の汚水は第2のポンプP1の吸込口1から吸い揚げら
れ、汚水の水位がWL1よりも低下すると、汚水は流入
路13を通って第2の予旋回槽3に流入することになる
ので、第2予旋回槽3内で旋回しながらスカムなどの浮
遊物や沈砂を巻き込んで吸込口1に吸い込まれ、第2の
ポンプP2に吸い揚げられることになる。
In the suction water tank of a pump having such a structure,
The two pumps P1 and P2 are operated alternately. For example, when the first pump P1 is operated, the sewage in the suction water tank 4 is drawn from the downward suction port 1 of the first pump P1. In this state, no swirling flow is generated inside the pre-swirling tank 2. When the water level of the sewage falls below WL1, the sewage flows into the first pre-swirl tank 2 through the inflow path 12, so that the scum and other suspended matters and sediment are swirled in the first pre-swirl tank 2. Is sucked into the suction port 1 and sucked up by the first pump P1. Also,
By operating the second pump P2, the suction water tank 4
The sewage inside is pumped up from the suction port 1 of the second pump P1, and when the water level of the sewage falls below WL1, the sewage flows into the second pre-swirling tank 3 through the inflow passage 13. Then, while swirling in the second pre-swirl tank 3, suspended matter such as scum or sediment is drawn into the suction port 1 and sucked by the second pump P <b> 2.

【0005】ところが、ポンプP1,P2それぞれの吸
込口1は、第1予旋回槽2と第2予旋回槽3の周壁2
A,3Aおよび底壁2B,3Bに対して間隔を有して第
1予旋回槽2と第2予旋回槽3に挿入され、下向きに開
口した構造になっている。このため、汚水の水位がWL
2まで低下すると、たとえポンプP1,P2を運転して
も汚水は吸い込まれなくなる。一般に、この種の吸込水
槽4では、水位がWL2まで低下すると、所定時間経過
後にポンプP1,P2の運転を停止させるように制御さ
れるので、第1予旋回槽2と第2予旋回槽3内には、水
位WL2に相当する量の汚水およびスカムなどの浮遊物
が残留することになるとともに、この残留汚水に混入し
ている砂などの固形物が沈殿して底壁2B,3B上に堆
積する欠点を有している。
However, the suction ports 1 of the pumps P1 and P2 respectively have a peripheral wall 2 of the first pre-swirl tank 2 and the second pre-swirl tank 3.
A, 3A and the bottom walls 2B, 3B are spaced apart from each other and are inserted into the first pre-swirl tank 2 and the second pre-swirl tank 3, and have a structure that opens downward. Therefore, the wastewater level is WL
When it is reduced to 2, even if the pumps P1 and P2 are operated, the dirty water cannot be sucked in. Generally, in the suction water tank 4 of this type, when the water level drops to WL2, the pumps P1 and P2 are controlled to stop operating after a lapse of a predetermined time. Therefore, the first pre-turning tank 2 and the second pre-turning tank 3 are controlled. The amount of sewage corresponding to the water level WL2 and suspended matters such as scum will remain inside, and the solid matter such as sand mixed in this residual sewage will settle and deposit on the bottom walls 2B, 3B. It has the drawback of depositing.

【0006】一方、各ポンプP1,P2それぞれの吸込
口1は、第1予旋回槽2と第2予旋回槽3の周壁2A,
3Aおよび底壁2B,3Bに対して間隔を有して第1予
旋回槽2と第2予旋回槽3に挿入され、単に下向きに開
口しているだけであるから、吸込口1の全周からほぼ均
等に吸い揚げることができるものの、第1予旋回槽2と
第2予旋回槽3内で発生する旋回流Sを積極的に吸込む
能力を有しているとはいえず、吸込口1の吸込能力が若
干低い問題点もある。
On the other hand, the suction port 1 of each of the pumps P1 and P2 is provided with a peripheral wall 2A of the first pre-swirl tank 2 and the second pre-swirl tank 3,
3A and the bottom walls 2B, 3B are inserted into the first pre-swivel tank 2 and the second pre-swirl tank 3 with a space therebetween, and since they are simply opened downward, the entire circumference of the suction port 1 It can be said that the swirl flow S generated in the first pre-swirl tank 2 and the second pre-swirl tank 3 is not positively sucked, but the suction port 1 There is also a problem that the suction capacity of is slightly lower.

【0007】[0007]

【発明が解決しようとする課題】すなわち、従来の予旋
回槽内のポンプの吸込口では、予旋回槽内に汚水および
スカムなどの浮遊物が残留するとともに、砂などの固形
物が沈殿して底に堆積する欠点を有している。また、予
旋回槽内で発生する旋回流を積極的に吸込む能力に欠け
る問題点もある。そこで、本発明は、汚水およびスカム
などの浮遊物が予旋回槽内に残留することと、砂などの
固形物が沈殿して底に堆積するのを防止するとともに、
予旋回槽内で発生する旋回流を積極的に吸込む能力をも
たせた予旋回槽内のポンプの吸込口を提供することを目
的としたものである。
That is, at the suction port of a pump in a conventional pre-swivel tank, sewage and scum and other suspended matter remain in the pre-swirl tank, and solid matter such as sand precipitates. It has the drawback of depositing on the bottom. In addition, there is a problem that the ability to positively absorb the swirling flow generated in the pre-swirl tank is lacking. Therefore, the present invention prevents the floating matters such as sewage and scum from remaining in the pre-turning tank, and prevents the solid matters such as sand from being deposited and deposited on the bottom.
It is an object of the present invention to provide a suction port of a pump in a pre-swirl tank which has a capability of positively sucking a swirling flow generated in the pre-swirl tank.

【0008】[0008]

【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、上端が開口された周壁と、この周壁の下
端を閉塞する底壁を備え、前記周壁にポンプの回転方向
に沿って連なり、かつ予旋回槽内で旋回流を発生させ得
る指向性をもつ少なくとも1つの流入路が設けられた予
旋回槽において、前記ポンプの吸込口が前記周壁とで間
隔を有し、かつ下端を前記底壁の上面に当接させた状態
で予旋回槽に挿入されているとともに、前記旋回流に向
流して開口していることを特徴としたものである。本発
明によれば、吸込口の下端を予旋回槽の底壁に当接させ
ているので、予旋回槽内の汚水、スカムなどの浮遊物お
よび汚水に混入している砂などの固形物を効率的に吸込
むことができる。特に、吸込口を底壁の上面に当接させ
ているので、砂の含有率の高い底付近の水を効率的に吸
上げることができるので、砂の回収効率を高めることが
できる。しかも、吸込口が旋回流に向流して開口してい
ることにより、予旋回槽内で発生する旋回流を積極的に
吸込むことができるので、前記スカムや砂の吸込みを効
率的に行える。
In order to achieve the above object, the present invention comprises a peripheral wall having an open upper end and a bottom wall closing the lower end of the peripheral wall, the peripheral wall extending along the rotational direction of the pump. In a pre-swirl tank provided with at least one inflow passage having a directivity capable of generating a swirl flow in the pre-swirl tank, the suction port of the pump has a space from the peripheral wall and has a lower end. Is inserted into the pre-swirl tank in a state of being in contact with the upper surface of the bottom wall, and is opened countercurrent to the swirl flow. According to the present invention, since the lower end of the suction port is brought into contact with the bottom wall of the pre-swirl tank, sewage in the pre-swirl tank, suspended matters such as scum, and solid matter such as sand mixed in the sewage are removed. Can inhale efficiently. In particular, since the suction port is brought into contact with the upper surface of the bottom wall, it is possible to efficiently suck up water near the bottom having a high sand content rate, so that sand recovery efficiency can be improved. Moreover, since the suction port opens countercurrently to the swirl flow, the swirl flow generated in the pre-swirl tank can be positively sucked in, so that the scum and sand can be efficiently sucked.

【0009】[0009]

【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は平面図、図2は図1にお
けるA−A線断面である。なお、前記図6および図7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、詳しい構造説明は省略する。図1および図2におい
て、ポンプP1,P2それぞれの吸込口1の下端部に
は、90゜曲管1Aが取付けられて第1予旋回槽2の周
壁2Aと第2予旋回槽3の周壁3Aに対して間隔を有
し、かつ90゜曲管1Aの下端を底壁2B,3Bの上面
に当接させた状態で挿入されている。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. 1 is a plan view, and FIG. 2 is a cross section taken along the line AA in FIG. The same or corresponding parts as in the conventional example of FIGS. 6 and 7 are denoted by the same reference numerals, and detailed description of the structure is omitted. In FIGS. 1 and 2, a 90 ° curved pipe 1A is attached to the lower end portion of the suction port 1 of each of the pumps P1 and P2, and a peripheral wall 2A of the first pre-swirl tank 2 and a peripheral wall 3A of the second pre-swirl tank 3 are attached. Is inserted with the lower end of the 90 ° bent tube 1A abutting the upper surfaces of the bottom walls 2B and 3B.

【0010】また、図3にも示しているように、90゜
曲管1Aの入口は、第1予旋回槽2および第2予旋回槽
3内で発生する旋回流Sに向流して開口しているととも
に、吸込管の縦軸線Cを第1予旋回槽2および第2予旋
回槽3それぞれの中心Oから流入路12,13側に偏心
させている。さらに、90゜曲管1Aの位置を旋回流S
の巻き終い部s付近に対応させてある。
Further, as shown in FIG. 3, the inlet of the 90 ° curved pipe 1A is opened countercurrent to the swirling flow S generated in the first pre-swirl tank 2 and the second pre-swirl tank 2. In addition, the vertical axis C of the suction pipe is eccentric from the center O of each of the first pre-swirling tank 2 and the second pre-swirling tank 3 toward the inflow passages 12 and 13. Furthermore, the swirling flow S
It corresponds to the vicinity of the winding end part s.

【0011】前記構成において、2台のポンプP1,P
2が交互に運転される。たとえば、第1のポンプP1が
運転されることにより、吸込水槽4内の汚水は第1のポ
ンプP1の吸込口1における90゜曲管1Aの入口から
吸い揚げられる。この状態では予旋回槽2の内部に旋回
流は発生していない。汚水の水位がWL1よりも低下す
ると、汚水は流入路12を通って第1予旋回槽2に流入
することになるので、第1予旋回槽2内で旋回しながら
スカムなどの浮遊物や砂などの固形物を巻き込んで90
゜曲管1Aの入口から吸込む。
In the above structure, the two pumps P1 and P
2 are operated alternately. For example, by operating the first pump P1, the dirty water in the suction water tank 4 is sucked up from the inlet of the 90 ° curved pipe 1A in the suction port 1 of the first pump P1. In this state, no swirling flow is generated inside the pre-swirling tank 2. When the water level of the sewage falls below WL1, the sewage flows into the first pre-swivel tank 2 through the inflow passage 12, so that floating matters such as scum and sand while swirling in the first pre-swirl tank 2 90 including solid matter such as
° Suction from the inlet of curved pipe 1A.

【0012】また、第2のポンプP2が運転されること
により、吸込水槽4内の汚水は第2のポンプP2の吸込
口1における90゜曲管1Aの入口から吸い揚げられ
る。この状態では予旋回槽3の内部に旋回流は発生して
いない。汚水の水位がWL1よりも低下すると、汚水は
流入路13を通って第2予旋回槽3に流入することにな
るので、第2予旋回槽3内で旋回しながらスカムなどの
浮遊物や砂などの固形物を巻き込んで90゜曲管1Aの
入口から吸込む。
By operating the second pump P2, the dirty water in the suction water tank 4 is sucked up from the inlet of the 90 ° curved pipe 1A in the suction port 1 of the second pump P2. In this state, no swirl flow is generated inside the pre-swirl tank 3. When the water level of the sewage falls below WL1, the sewage flows into the second pre-swivel tank 3 through the inflow passage 13, so that floating matters such as scum and sand while swirling in the second pre-swirl tank 3 Incorporate solid substances such as the above and suck in from the inlet of the 90 ° bent tube 1A.

【0013】また、第1のポンプP1および第2のポン
プP2それぞれの吸込口1における90゜曲管1Aの下
端を予旋回槽2の底壁2Bと予旋回槽3の底壁3Bに当
接させてあるので、予旋回槽2,3内の汚水、スカムな
どの浮遊物および汚水に混入している砂などの固形物を
殆ど吸込むことができる。しかも、90゜曲管1Aの入
口を第1予旋回槽2および第2予旋回槽3内で発生する
旋回流Sに向流して開口しているので、より積極的に旋
回流Sを吸込むことが可能になる。このため、第1予旋
回槽2と第2予旋回槽3内に汚水およびスカムなどの浮
遊物が残留することは殆どない。しかも、砂などの固形
物が沈殿して底壁2B,3B上に堆積することもない。
なお、強い旋回流は、その剪断混合作用により、バラバ
ラにしたスカムが底からかき上げた砂を含んでおり、向
流した吸込口1から効果的に吸込まれる。
Further, the lower ends of the 90 ° curved pipes 1A at the suction ports 1 of the first pump P1 and the second pump P2 are brought into contact with the bottom wall 2B of the pre-swirl tank 2 and the bottom wall 3B of the pre-swirl tank 3. Since it is made possible, almost all the sewage in the pre-swirl tanks 2 and 3, suspended matters such as scum, and solid matter such as sand mixed in the sewage can be sucked. Moreover, since the inlet of the 90 ° curved pipe 1A is opened countercurrently to the swirl flow S generated in the first pre-swirl tank 2 and the second pre-swirl tank 2, the swirl flow S is more positively sucked. Will be possible. Therefore, sewage and suspended matters such as scum hardly remain in the first pre-turning tank 2 and the second pre-turning tank 3. Moreover, solid matter such as sand does not settle and deposit on the bottom walls 2B and 3B.
The strong swirl flow contains sand scraped up from the bottom by the scum separated by the shear mixing action, and is effectively sucked from the countercurrent suction port 1.

【0014】なお、前記実施の形態では、第1のポンプ
P1および第2のポンプP2それぞれの吸込口1におけ
る90゜曲管1Aの下端を予旋回槽2の底壁2Bと予旋
回槽3の底壁3Bに当接させた構成で説明しているが、
90゜曲管1Aの下端を底壁2B,3Bに接近させた構
成であってもよい。また、2台のポンプP1,P2と2
つの予旋回槽2,3を備えた吸込水槽4について説明し
ているが、1台のポンプと1つの予旋回槽を備えた吸込
水槽4あるいは3台以上のポンプと3つ以上の予旋回槽
を備えた吸込水槽4にも適用することができる。
In the above embodiment, the lower end of the 90 ° curved pipe 1A at the suction port 1 of each of the first pump P1 and the second pump P2 is connected to the bottom wall 2B of the pre-swirl tank 2 and the pre-swirl tank 3. Although the description has been made with the configuration in which it is brought into contact with the bottom wall 3B,
The lower end of the 90 ° curved pipe 1A may be brought close to the bottom walls 2B and 3B. Also, two pumps P1, P2 and 2
Although the suction water tank 4 provided with two pre-swirl tanks 2 and 3 is explained, the suction water tank 4 provided with one pump and one pre-swirl tank, or three or more pumps and three or more pre-swirl tanks. It can also be applied to the suction water tank 4 equipped with.

【0015】一方、ポンプの吸込口1における下端部に
特殊な形状の90゜曲管1Aを取付けた構成で説明して
いるが、一般的な90゜曲管でもよい。さらに、図4に
示すように、ポンプの吸込口1における下端部に45゜
曲管1Bを取付けた構成、あるいは図5に示すように、
ポンプの吸込口1の下端部を斜めに切り欠いて開口し、
この開口を旋回流Sに向流させた構成であってもよい。
また、吸込口1の入口、すなわち実施の形態による90
゜曲管1Aの入口を、第1予旋回槽2および第2予旋回
槽3内で発生する旋回流Sの巻き終い部sに対応させた
構成で説明しているが、必ずしも巻き終い部sに対応さ
せる必要はなく、旋回流Sの任意の部位において向流し
て開口させてもよい。
On the other hand, a 90 ° bent pipe 1A having a special shape is attached to the lower end portion of the suction port 1 of the pump for explanation, but a general 90 ° bent pipe may be used. Further, as shown in FIG. 4, a 45 ° bent pipe 1B is attached to the lower end portion of the suction port 1 of the pump, or as shown in FIG.
The lower end of the suction port 1 of the pump is cut out diagonally and opened,
A configuration in which this opening is countercurrent to the swirling flow S may be used.
Further, the inlet of the suction port 1, that is, 90 according to the embodiment.
Although the inlet of the curved pipe 1A is described as corresponding to the winding end portion s of the swirling flow S generated in the first pre-swirl tank 2 and the second pre-swirl tank 2, the winding end is not necessarily finished. It is not necessary to correspond to the portion s, and the swirl flow S may be countercurrently opened at any portion.

【0016】[0016]

【発明の効果】以上説明したように、本発明は、ポンプ
の吸込口の下端を予旋回槽の底壁の上面に当接させた状
態で該予旋回槽に挿入するとともに、旋回流に向流して
開口しているので、予旋回槽の底壁のレベルまでポンプ
の運転を継続することにより、予旋回槽内の汚水、スカ
ムなどの浮遊物および汚水に混入している砂などの固形
物を積極的に殆ど吸込むことができるから、吸込水槽内
に汚水およびスカムなどの浮遊物が残留することはな
い。しかも、砂などの固形物が沈殿して底壁上に堆積す
ることもない。
As described above, according to the present invention, the lower end of the suction port of the pump is inserted into the pre-swirl tank with the lower end of the pump abutting the upper surface of the bottom wall of the pre-swirl tank, and it is directed to the swirl flow. Since it is opened by flowing it, by continuing the operation of the pump to the level of the bottom wall of the pre-swirl tank, sewage in the pre-swivel tank, suspended matters such as scum, and solid matter such as sand mixed in the waste water Since almost all of the water can be positively sucked in, sewage and floating substances such as scum do not remain in the suction water tank. Moreover, solid matter such as sand does not settle and deposit on the bottom wall.

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

【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線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】要部の拡大平面図である。FIG. 3 is an enlarged plan view of a main part.

【図4】ポンプの吸込口の他の実施の形態を示す図2相
当図である。
FIG. 4 is a view corresponding to FIG. 2 showing another embodiment of the suction port of the pump.

【図5】ポンプの吸込口のさらに異なる実施の形態を示
す図2相当図である。
FIG. 5 is a view corresponding to FIG. 2 showing still another embodiment of the suction port of the pump.

【図6】従来例を示す平面図である。FIG. 6 is a plan view showing a conventional example.

【図7】図6のB−B線断面図である。7 is a cross-sectional view taken along the line BB of FIG.

【符号の説明】[Explanation of symbols]

1 ポンプの吸込口 1A 90゜曲管(吸込口の下端部構成部材) 1B 45゜曲管(吸込口の下端部構成部材) 2 第1予旋回槽 2A 第1予旋回槽の周壁 2B 第1予旋回槽の底壁 3 第2予旋回槽 3A 第2予旋回槽の周壁 3B 第2予旋回槽の底壁 4 吸込水槽 12 流入路 13 流入路 16 連通路(流入路) P1 ポンプ P2 ポンプ R ポンプの回転方向 S 旋回流 1 Pump suction port 1A 90 ° curved pipe (lower end component of the suction port) 1B 45 ° curved pipe (lower end component of the suction port) 2 1st pre-swirl tank 2A 1st pre-swirl tank peripheral wall 2B 1 Bottom wall of pre-swirl tank 3 Second pre-swirl tank 3A Peripheral wall of second pre-swirl tank 3B Bottom wall of second pre-swirl tank 4 Suction water tank 12 Inflow path 13 Inflow path 16 Communication path (inflow path) P1 pump P2 pump R Pump rotation direction S Swirling flow

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 上端が開口された周壁と、この周壁の下
端を閉塞する底壁を備え、前記周壁にポンプの回転方向
に沿って連なり、かつ予旋回槽内で旋回流を発生させ得
る指向性をもつ少なくとも1つの流入路が設けられた予
旋回槽において、前記ポンプの吸込口が前記周壁とで間
隔を有し、かつ下端を前記底壁の上面に当接させた状態
で予旋回槽に挿入されているとともに、前記旋回流に向
流して開口していることを特徴とする予旋回槽内のポン
プの吸込口。
1. A direction in which a peripheral wall having an open upper end and a bottom wall closing the lower end of the peripheral wall are connected to the peripheral wall along the rotational direction of the pump and a swirl flow can be generated in the pre-swirl tank. In a pre-swirling tank provided with at least one inflow passage having a property, the suction port of the pump being spaced from the peripheral wall, and the lower end being in contact with the upper surface of the bottom wall. A suction port of a pump in a pre-swirl tank, which is inserted into the pre-swirl tank and opens countercurrently to the swirl flow.
JP9517196A 1996-04-17 1996-04-17 Suction port for pump in prewhirl tank Pending JPH09279675A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9517196A JPH09279675A (en) 1996-04-17 1996-04-17 Suction port for pump in prewhirl tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9517196A JPH09279675A (en) 1996-04-17 1996-04-17 Suction port for pump in prewhirl tank

Publications (1)

Publication Number Publication Date
JPH09279675A true JPH09279675A (en) 1997-10-28

Family

ID=14130316

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9517196A Pending JPH09279675A (en) 1996-04-17 1996-04-17 Suction port for pump in prewhirl tank

Country Status (1)

Country Link
JP (1) JPH09279675A (en)

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