JP2553230Y2 - Vertical pump - Google Patents

Vertical pump

Info

Publication number
JP2553230Y2
JP2553230Y2 JP10710491U JP10710491U JP2553230Y2 JP 2553230 Y2 JP2553230 Y2 JP 2553230Y2 JP 10710491 U JP10710491 U JP 10710491U JP 10710491 U JP10710491 U JP 10710491U JP 2553230 Y2 JP2553230 Y2 JP 2553230Y2
Authority
JP
Japan
Prior art keywords
pump
pit
pumping
channel
water
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
Application number
JP10710491U
Other languages
Japanese (ja)
Other versions
JPH0552291U (en
Inventor
匡勝 中前
宜史 山本
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 JP10710491U priority Critical patent/JP2553230Y2/en
Publication of JPH0552291U publication Critical patent/JPH0552291U/en
Application granted granted Critical
Publication of JP2553230Y2 publication Critical patent/JP2553230Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Structures Of Non-Positive Displacement Pumps (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、大深度地下に形成した
地下流路から揚水するための立軸ポンプに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vertical pump for pumping water from an underground channel formed deep underground.

【0002】[0002]

【従来の技術】近年、山間部の開発等により森林面積が
減少して樹木による保水能力が低下しており、平野部に
おいても田畑の減少によって雨水が短時間で河川に流れ
込み、河川の水量が降雨後に急激に増加する傾向があ
る。一方、市街地を流れる河川の幅員を大きくすること
は、建設用地を確保することが困難であるために、ほと
んど不可能なことであり、河川の容量不足による洪水等
の災害が懸念されている。
2. Description of the Related Art In recent years, the forest area has been reduced due to the development of mountainous areas and the like, and the water retention capacity of trees has been reduced. It tends to increase sharply after rainfall. On the other hand, it is almost impossible to increase the width of a river flowing through an urban area, because it is difficult to secure a construction site.

【0003】このため、河川のバイパス流路を大深度に
建設し、河川水を地下に迂回させて後に下流側で地上に
揚水することが考えられる。
For this reason, it is conceivable to construct a river bypass channel at a large depth, to divert the river water underground, and to later pump the river water downstream.

【0004】[0004]

【考案が解決しようとする課題】しかし、大深度から河
川水を揚水するには、大型の立軸ポンプ等の揚水ポンプ
を必要とし、揚水管も大径のものが必要とされるが、真
円性のある大径管を鋳造することは困難であり、コスト
も高くなる問題があった。
[Problems to be solved by the invention] However, in order to pump river water from a large depth, a large pump such as a vertical shaft pump is required, and a large-diameter pump pipe is required. There is a problem that it is difficult to cast a large-diameter pipe having a characteristic, and the cost increases.

【0005】本考案は上記課題を解決するもので、低コ
ストで高揚程、大容量の揚水路を持った立軸ポンプを提
供することを目的とする。
An object of the present invention is to provide a vertical pump having a low-cost, high-head, large-capacity pumping channel at low cost.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するため
に、本考案の立軸ポンプは、大深度地下から地上に向け
て延びる筒状の揚水路をポンプピットと一体にコンクリ
ートで構築し、揚水路の下端にポンプピットの底部に形
成した導水路に連通する吸込口を設け、揚水路の上端側
に吐出口を設け、揚水路の内部にポンプ軸を垂設し、ポ
ンプ軸の上端にモータを連結するとともに、ポンプ軸の
下端に吸込口に対向して羽根車を設けた構成としたもの
である。
Means for Solving the Problems To solve the above problems, the vertical shaft pump of the present invention has a cylindrical pumping passage extending from a deep underground to the ground, which is constructed integrally with the pump pit from concrete, and pumps the water. At the lower end of the channel, a suction port communicating with the headrace formed at the bottom of the pump pit is provided, a discharge port is provided at the upper end of the pumping channel, a pump shaft is vertically installed inside the pumping channel, and a motor is provided at the upper end of the pump shaft. And an impeller provided at the lower end of the pump shaft so as to face the suction port.

【0007】[0007]

【作用】上記構成により、モータの駆動によりポンプ軸
を介して羽根車を回転させ、導水路から吸込口を通して
揚水路内に揚水し、揚水路の吐出口から外部に排出す
る。そして、揚水路はポンプピットと一体に形成するの
で、ポンプピットの建設時にポンプピットと同時に構築
することができ、揚水路をポンプピットと別体の金属管
等の構造体によって形成する場合に較べて容易に構築す
ることができ、構造が簡略なものとなる。
According to the above construction, the impeller is rotated via the pump shaft by the driving of the motor, the water is pumped from the water guide channel into the water pump channel through the suction port, and discharged from the discharge port of the water pump channel to the outside. And since the pumping pit is formed integrally with the pump pit, it can be constructed simultaneously with the pump pit when constructing the pump pit, compared with a case where the pumping pit is formed by a structure such as a metal pipe separate from the pump pit. And the structure can be simplified.

【0008】[0008]

【実施例】以下、本考案の一実施例を図面に基づいて説
明する。図1〜図2において、ポンプピット1は大深度
の地下から地上まで円筒状に形成されており、ポンプピ
ット1の底部には地下水路に連通する導水路2が形成さ
れている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to the drawings. 1 and 2, a pump pit 1 is formed in a cylindrical shape from a deep underground to the ground, and a water conduit 2 communicating with a groundwater channel is formed at the bottom of the pump pit 1.

【0009】そして、ポンプピット1の内部には複数の
筒状の揚水路3がポンプピット1の軸心方向に沿って上
下に形成されており、ポンプピット1と揚水路3はコン
クリートで一体に構築されている。この揚水路3は下端
に形成した吸込口4を通して導水路2に連通しており、
揚水路3の上端側には吐出口5が設けられている。
A plurality of cylindrical pumping passages 3 are formed vertically inside the pump pit 1 along the axial direction of the pump pit 1, and the pump pit 1 and the pumping passage 3 are integrally made of concrete. Has been built. The pumping channel 3 communicates with the headrace channel 2 through a suction port 4 formed at the lower end.
A discharge port 5 is provided at the upper end of the pumping channel 3.

【0010】また、揚水路3の上端にはモータ6が設け
られており、モータ6に一端を連結してポンプ軸7が垂
設されている。このポンプ軸7は揚水路3の途中の複数
箇所に設けた軸受部8によって回転自在に支承されてお
り、ポンプ軸7の下端には羽根車9が設けられている。
さらに、羽根車9の周囲にはガイドベーン10が設けら
れている。また、揚水路3の途中には複数の点検口11
が形成されており、各点検口11には開閉可能な扉体1
2が設けられている。
A motor 6 is provided at the upper end of the water pumping passage 3, and a pump shaft 7 is vertically connected to the motor 6 at one end thereof. The pump shaft 7 is rotatably supported by bearings 8 provided at a plurality of locations along the pumping passage 3, and an impeller 9 is provided at a lower end of the pump shaft 7.
Further, a guide vane 10 is provided around the impeller 9. In the middle of the pumping channel 3, a plurality of inspection ports 11 are provided.
Is formed in each inspection opening 11 so that the door body 1 can be opened and closed.
2 are provided.

【0011】上記構成において、ポンプピット1の導水
路2には地下水路を通して河川の河川水13が流入して
いる。揚水時には、モータ6の駆動によってポンプ軸7
を介して羽根車9を回転させ、羽根車9の回転によって
導水路2の河川水13を吸込口4を通して揚水路3に吸
込み、揚水路3を通して地上側に揚水して吐出口5から
外部に排出する。
In the above structure, the river water 13 of the river flows into the headrace 2 of the pump pit 1 through the underground waterway. At the time of pumping, the pump 6 is driven by the motor 6.
The impeller 9 is rotated through the shaft, and the rotation of the impeller 9 causes the river water 13 in the water conduit 2 to be sucked into the water pumping channel 3 through the suction port 4, to be pumped to the ground side through the water pumping channel 3, and to be discharged from the discharge port 5 to the outside. Discharge.

【0012】そして、揚水路3はポンプピット1と一体
に形成するので、ポンプピット1の建設時にポンプピッ
ト1と同時にコンクリートで構築することができ、揚水
路3をポンプピット1と別体の金属管等の構造体によっ
て形成する場合に較べて大容量、高揚程の流路を低コス
トで容易に構築することができる。しかも、構造が簡略
なものとなる。
Since the pumping pit 3 is formed integrally with the pump pit 1, the pumping pit 1 can be constructed of concrete simultaneously with the pump pit 1 when the pump pit 1 is constructed. As compared with the case of forming by a structure such as a tube, a flow path having a large capacity and a high head can be easily constructed at low cost. In addition, the structure is simplified.

【0013】[0013]

【考案の効果】以上述べたように本考案によれば、揚水
路をポンプピットと一体にコンクリートで構築すること
により、低コストで高揚程、大容量しかも簡略な構造の
揚水路を持った立軸ポンプを構成することができる。
[Effects of the Invention] As described above, according to the present invention, the pumping channel is constructed of concrete integrally with the pump pit, so that a vertical shaft having a pumping channel with a low cost, a high head, a large capacity, and a simple structure is provided. A pump can be configured.

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

【図1】本考案の一実施例における立軸ポンプの断面図
である。
FIG. 1 is a sectional view of a vertical pump according to an embodiment of the present invention.

【図2】同実施例における立軸ポンプの平面図である。FIG. 2 is a plan view of the vertical pump according to the embodiment.

【符号の説明】[Explanation of symbols]

1 ポンプピット 2 導水路 3 揚水路 4 吸込口 5 吐出口 6 モータ 7 ポンプ軸 9 羽根車 DESCRIPTION OF SYMBOLS 1 Pump pit 2 Headrace 3 Pumping path 4 Suction port 5 Discharge port 6 Motor 7 Pump shaft 9 Impeller

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 大深度地下から地上に向けて延びる筒状
の揚水路をポンプピットと一体にコンクリートで構築
し、揚水路の下端にポンプピットの底部に形成した導水
路に連通する吸込口を設け、揚水路の上端側に吐出口を
設け、揚水路の内部にポンプ軸を垂設し、ポンプ軸の上
端にモータを連結するとともに、ポンプ軸の下端に吸込
口に対向して羽根車を設けたことを特徴とする立軸ポン
プ。
1. A pumping pit extending from a deep underground to the ground is constructed of concrete integrally with a pump pit, and a suction port at the lower end of the pumping pit communicating with a headrace formed at the bottom of the pump pit is provided. A discharge port is provided at the upper end side of the pumping channel, a pump shaft is vertically provided inside the pumping channel, a motor is connected to the upper end of the pump shaft, and an impeller is provided at the lower end of the pump shaft facing the suction port. A vertical shaft pump characterized by being provided.
JP10710491U 1991-12-26 1991-12-26 Vertical pump Expired - Lifetime JP2553230Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10710491U JP2553230Y2 (en) 1991-12-26 1991-12-26 Vertical pump

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10710491U JP2553230Y2 (en) 1991-12-26 1991-12-26 Vertical pump

Publications (2)

Publication Number Publication Date
JPH0552291U JPH0552291U (en) 1993-07-13
JP2553230Y2 true JP2553230Y2 (en) 1997-11-05

Family

ID=14450564

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10710491U Expired - Lifetime JP2553230Y2 (en) 1991-12-26 1991-12-26 Vertical pump

Country Status (1)

Country Link
JP (1) JP2553230Y2 (en)

Also Published As

Publication number Publication date
JPH0552291U (en) 1993-07-13

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