JP2002089500A - Pumping device - Google Patents

Pumping device

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Publication number
JP2002089500A
JP2002089500A JP2000275476A JP2000275476A JP2002089500A JP 2002089500 A JP2002089500 A JP 2002089500A JP 2000275476 A JP2000275476 A JP 2000275476A JP 2000275476 A JP2000275476 A JP 2000275476A JP 2002089500 A JP2002089500 A JP 2002089500A
Authority
JP
Japan
Prior art keywords
water
pipe
opening
intake pipe
water pipe
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
JP2000275476A
Other languages
Japanese (ja)
Other versions
JP3801430B2 (en
Inventor
Osamu Morimoto
治 森本
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.)
KUWAHARAGUMI
Original Assignee
KUWAHARAGUMI
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 KUWAHARAGUMI filed Critical KUWAHARAGUMI
Priority to JP2000275476A priority Critical patent/JP3801430B2/en
Publication of JP2002089500A publication Critical patent/JP2002089500A/en
Application granted granted Critical
Publication of JP3801430B2 publication Critical patent/JP3801430B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a pumping device requiring no construction of a large scale structure for facilitating mounting and moving without need for an electric power source or a power source. SOLUTION: The pumping device 10 comprises a flow pipe 13 submerged in water flowing in a fixed direction; a water inflow port 14 mounted on an upstream end of the flow pipe 13; a first opening/closing valve 16 for opening/ closing a down stream end opening 15 of the flow pipe 13; a vertically mounted water suction pipe 17 communicated with the flow pipe 13 on an upstream side of the first opening/closing valve 16; for a second opening/closing valve 18 for opening/closing the water suction pipe 17; a water storage tank 19 connected with a tip of the water suction pipe 17; an discharge pipe 20 connected with the water storage tank 19; and an inclined part 13a formed on the flow pipe 13 on a downstream side of the water intake pipe 17.

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、河川や水路を流れ
る水など、一定方向に流下する水をその水面より高い位
置まで揚げることのできる揚水装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pumping apparatus capable of lifting water flowing down in a certain direction, such as water flowing through a river or a waterway, to a position higher than the water surface.

【0002】[0002]

【従来の技術】河川や水路などを流れる水などを水面よ
り高い位置まで汲み上げる手段としては、古くは水の流
れによって回転する水車や人力水車などが使用されてい
たが、近年は、モータやエンジンなどの動力を用いて作
動させる様々な形式のポンプが開発され、その用途に応
じて使い分けられている。
2. Description of the Related Art As a means for pumping water flowing in a river or a water channel to a position higher than the water surface, a water wheel or a man-powered water wheel rotated by the flow of water has been used in the past. Various types of pumps that operate using power such as those described above have been developed, and are selectively used according to their applications.

【0003】[0003]

【発明が解決しようとする課題】古い時代から使用され
ている水車などは、モータなどの駆動手段なしで作動す
る点では便利であるが、回転する水車を支えるための頑
丈な構造体を構築する必要があり、一旦構築すると簡単
に移動したり撤去することができないので、安易に採用
することができない。
Water turbines and the like that have been used since the old days are convenient in that they operate without a driving means such as a motor, but construct a sturdy structure for supporting a rotating water turbine. It is necessary and once constructed, it cannot be easily moved or removed, so it cannot be easily adopted.

【0004】一方、モータやエンジンで作動するポンプ
は、電源や燃料がなければ運転できないので、エネルギ
コストがかかり、給電設備のない場所あるいは燃料の搬
入が困難な場所などにおいては使用できない。
[0004] On the other hand, a pump operated by a motor or an engine cannot be operated without a power source or fuel, so that energy cost is required and it cannot be used in a place where there is no power supply equipment or where it is difficult to carry in fuel.

【0005】本発明が解決しようとする課題は、大掛か
りな構造体などを構築する必要がなく、設置や移動が比
較的容易であり、電源や動力源も不要な揚水装置を提供
することにある。
[0005] The problem to be solved by the present invention is to provide a water pumping apparatus which does not require a large-scale structure or the like, is relatively easy to install and move, and does not require a power source or a power source. .

【0006】[0006]

【課題を解決するための手段】本発明の揚水装置は、一
定方向に流れる水の流下方向に沿って水に浸漬される通
水管と、前記通水管の中途に連通して立設された取水管
とを備え、前記通水管の上流端開口部を水流入口とし、
前記水流入口から前記通水管内へ流入する水の圧力で通
水管の下流端開口部を閉止する機能を有する第1開閉弁
を下流端開口部に設け、前記取水管内を上昇する水の圧
力で取水管通路を開放する機能を有する第2開閉弁を取
水管に設け、前記通水管の前記取水管立設位置より下流
側の通水管通路を下流側に向かって登り勾配をなすよう
に形成したことを特徴とする。
According to the present invention, there is provided a water pump having a water pipe immersed in water along a flowing direction of water flowing in a certain direction, and a water pipe standing upright communicating with a middle of the water pipe. A water pipe, the upstream end opening of the water pipe as a water inlet,
A first on-off valve having a function of closing the downstream end opening of the water pipe with the pressure of the water flowing into the water pipe from the water inlet is provided at the downstream end opening, and the pressure of the water rising in the water intake pipe is provided. A second on-off valve having a function of opening the intake pipe passage is provided in the water pipe, and the water pipe path downstream of the intake pipe standing position of the water pipe is formed so as to have an upward gradient toward the downstream side. It is characterized by the following.

【0007】このような構成とすることにより、流水中
に通水管を浸漬し、下流端開口部の一部を液面上に露出
させた状態で固定すれば、上流端の水流入口から通水管
内へ流入する水が通水管を満たしたとき第1開閉弁が閉
じて通水管内の水の流下を止めるので、この瞬間、通水
管内を流下する水が有していた運動エネルギによってそ
の水の一部が取水管内を上昇して第2開閉弁を開放し取
水管の先端から排出される。前記運動エネルギに相当す
る分量の水が排出されると、第2開閉弁より上方の取水
管内にある水の圧力で直ちに第2開閉弁が閉じるが、前
記分量の水が排出されたことで通水管内の水量が減少す
るので、第1開閉弁が開いて水流入口からの水流入が再
開され通水管内に溜まり始め、この後は前記過程が繰り
返される。
[0007] With this configuration, if the water pipe is immersed in running water and a part of the downstream end opening is fixed so as to be exposed on the liquid surface, water can be passed through the water inlet at the upstream end. When the water flowing into the pipe fills the water pipe, the first on-off valve closes and stops the flow of water in the water pipe. At this moment, the kinetic energy of the water flowing down the water pipe causes the water to flow. Of the intake pipe rises in the intake pipe, opens the second on-off valve, and is discharged from the tip of the intake pipe. When the amount of water corresponding to the kinetic energy is discharged, the second on-off valve is immediately closed by the pressure of the water in the intake pipe above the second on-off valve. Since the amount of water in the water pipe decreases, the first on-off valve opens to restart the flow of water from the water inlet and start to accumulate in the water pipe, after which the above process is repeated.

【0008】このように、通水管内に流入する水の圧力
で第1開閉弁および第2開閉弁が交互に閉止、開放を繰
り返すことで、取水管の先端から間欠的に水が排出され
るので、電源や動力源なしで水を汲み上げることが可能
となる。また、流水中に通水管を浸漬して固定するだけ
でよいので、大掛かりな構造体などを構築する必要がな
く、設置や移動も比較的容易である。ここで第1開閉弁
は、通水管の下流端開口部の下方または上方に傾動自在
に軸支した構造を採用することができる。
[0008] As described above, the first on-off valve and the second on-off valve are alternately closed and opened by the pressure of the water flowing into the water pipe, whereby water is intermittently discharged from the tip of the water intake pipe. Therefore, it is possible to pump water without a power source or a power source. Further, since it is only necessary to immerse and fix the water pipe in running water, it is not necessary to construct a large-scale structure, and installation and movement are relatively easy. Here, the first on-off valve may adopt a structure that is pivotally supported below or above the downstream end opening of the water pipe so as to be tiltable.

【0009】前記登り勾配の傾斜角度を10〜30度と
すれば、通水管内に流入する水による第1開閉弁の閉止
動作、開放動作がスムーズに行われるようになるため、
取水管から効率的に水が排出される。
If the inclination angle of the climbing slope is 10 to 30 degrees, the closing and opening operations of the first on-off valve by the water flowing into the water pipe can be smoothly performed.
Water is efficiently discharged from the intake pipe.

【0010】また、水流入口から取水管立設位置までの
長さが長いほど、取水管の高い位置まで水を上昇させる
ことができるようになるが、水流入口から取水管立設位
置までの長さを、取水管立設位置から登り勾配の始点ま
での長さの4〜60倍とすることにより、水取り出し付
近の水表面から1〜20m程度まで水を上昇させること
が可能となり、実用性が向上する。前記長さの比が4倍
より小さい場合は取水管内を水が上昇せず、60倍より
大きくなると通水管自体の設置場所を確保するのが困難
となり、実用性が失われるため、長さの比は前記範囲が
望ましい。
[0010] The longer the length from the water inlet to the intake pipe standing position, the higher the water can be raised to a higher position of the intake pipe. By making the length 4 to 60 times the length from the intake pipe standing position to the starting point of the ascending slope, it becomes possible to raise the water from the water surface near the water takeout to about 1 to 20 m, and Is improved. If the length ratio is less than 4 times, the water does not rise in the intake pipe, and if it is more than 60 times, it becomes difficult to secure the installation place of the water pipe itself, and the practicality is lost. The ratio is desirably in the above range.

【0011】また、前記通水管の内径を、前記取水管の
内径の4〜45倍とすることにより、水取り出し付近の
水表面から1〜20m程度まで水を上昇させることが可
能となる。通水管の内径が取水管の内径の4倍より小さ
い場合は取水管内を水が上昇せず、45倍より大きい場
合は、設置できる河川や水路の大きさあるいは水深が限
定され、実用性がなくなるため、内径比は前記範囲が望
ましい。
[0011] Further, by making the inside diameter of the water pipe 4 to 45 times the inside diameter of the water intake pipe, it is possible to raise the water to about 1 to 20 m from the water surface near the water outlet. If the inside diameter of the water pipe is less than 4 times the inside diameter of the intake pipe, water does not rise in the intake pipe, and if it is larger than 45 times, the size or depth of rivers and waterways that can be installed is limited, making it impractical. Therefore, the inner diameter ratio is desirably in the above range.

【0012】さらに、導水孔が排水孔より高い位置に設
けられた気密性の貯水タンクの導水孔に前記取水管の先
端を連結し、導水孔より高い位置に先端排水口を有する
排水管を排水孔に連結することにより、取水管から導水
孔を経由して貯水タンク内に流入する水が一旦タンク内
に溜まるようになり、溜まった水でタンク内の空気圧が
大気圧より高く保たれ、この空気圧がタンク内の水を押
し出すように作用するため、排水管の排水口から連続的
に水を出すことができる。
Further, the tip of the intake pipe is connected to a water guide hole of an airtight water storage tank provided with a water guide hole higher than the drain hole, and a drain pipe having a tip drain port at a position higher than the water guide hole is drained. By connecting to the hole, the water flowing into the water storage tank from the intake pipe via the water introduction hole once becomes accumulated in the tank, and the accumulated water keeps the air pressure in the tank higher than the atmospheric pressure. Since the air pressure acts to push out the water in the tank, the water can be continuously discharged from the drain port of the drain pipe.

【0013】[0013]

【発明の実施の形態】図1は実施の形態である揚水装置
を示す側面図、図2は図1に示す揚水装置の一部拡大断
面図、図3は図2におけるA−A線断面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a side view showing a water pump according to an embodiment, FIG. 2 is a partially enlarged cross-sectional view of the water pump shown in FIG. 1, and FIG. 3 is a cross-sectional view taken along line AA in FIG. It is.

【0014】図1,2に示すように、本実施形態の揚水
装置10は、流下方向に沿って水11の中に浸漬された
通水管13と、通水管13の上流端に設けられた漏斗状
の水流入口14と、通水管13の下流端の開口部15を
開閉する第1開閉弁16と、第1開閉弁16より上流側
の通水管13に連通して立設された取水管17と、取水
管17を開閉する第2開閉弁18と、取水管17の先端
に接続された貯水タンク19と、貯水タンク19に接続
された排水管20と、取水管17より下流側の通水管1
3が流下方向に向かって登り勾配をなすように上方へ屈
曲させて形成された傾斜部13aなどで構成されてい
る。
As shown in FIGS. 1 and 2, a water pump 10 of the present embodiment includes a water pipe 13 immersed in water 11 along a flowing direction, and a funnel provided at an upstream end of the water pipe 13. Water inlet 14, a first on-off valve 16 for opening and closing an opening 15 at the downstream end of the water pipe 13, and an intake pipe 17 erected in communication with the water pipe 13 upstream of the first on-off valve 16. A second on-off valve 18 for opening and closing the intake pipe 17, a water storage tank 19 connected to the tip of the intake pipe 17, a drain pipe 20 connected to the water storage tank 19, and a water pipe downstream of the intake pipe 17. 1
3 includes an inclined portion 13a formed by bending upward so as to form an upward gradient in the downflow direction.

【0015】第1開閉弁16は下流端の開口部15の内
側に傾動自在に軸支されており、通水管13が水で満た
されていないとき開口部15は開放状態にあり、水流入
口14から通水管13内へ流入した水11が通水管13
を満たすと、その水11の圧力で第1開閉弁16が下流
側へ傾動して開口部15を閉止する。また、第2開閉弁
18は取水管17内に開閉自在に軸支され、通常、その
自重で取水管17を閉止しているが、取水管17内の水
11に上昇圧力が加わると、その水11の圧力で第2開
閉弁18が上方へ回動して取水管17が開放される。
The first on-off valve 16 is pivotally supported inside the opening 15 at the downstream end so as to be tiltable. When the water pipe 13 is not filled with water, the opening 15 is open and the water inlet 14 The water 11 flowing into the water pipe 13 from the water pipe 13
When the pressure is satisfied, the first on-off valve 16 is tilted downstream by the pressure of the water 11 to close the opening 15. The second on-off valve 18 is rotatably supported in the intake pipe 17 so as to be openable and closable, and normally closes the intake pipe 17 by its own weight. However, when a rising pressure is applied to the water 11 in the intake pipe 17, the The second on-off valve 18 rotates upward by the pressure of the water 11, and the water intake pipe 17 is opened.

【0016】ここで、図4〜6を参照して、揚水装置1
0の揚水動作について説明する。前述したように、一定
方向に水11が流れている水路12の流下方向に沿って
通水管13を浸漬させ、下流端の開口部15の上部を水
面から露出させた状態で固定すれば、図4に示すよう
に、水流入口14から通水管13内に流入する水11が
通水管13内に溜まっていく。このとき、第1開閉弁1
6は上流側へ傾斜し開口部15は開放状態にあるが、水
流入口14から通水管13内へ流入する水量が開口部1
5から流出する水量を上回っているため、通水管13内
に徐々に水が溜まっていく。
Here, with reference to FIGS.
The pumping operation of 0 will be described. As described above, if the water pipe 13 is immersed along the flow direction of the water channel 12 in which the water 11 flows in a certain direction and the upper part of the opening 15 at the downstream end is fixed in a state where the upper part is exposed from the water surface, As shown in FIG. 4, the water 11 flowing into the water pipe 13 from the water inlet 14 accumulates in the water pipe 13. At this time, the first on-off valve 1
6 is inclined to the upstream side and the opening 15 is in an open state, but the amount of water flowing into the water pipe 13 from the water inlet 14 is smaller than the opening 1.
Since the amount of water flowing out of the pipe 5 exceeds the amount, the water gradually accumulates in the water pipe 13.

【0017】通水管13内が水11で満たされると、図
5に示すように、その水圧で第1開閉弁16が閉じて通
水管13内を流下する水11の動きを止めるので、この
瞬間、通水管13内を流下する水11が有していた運動
エネルギによって、通水管13内の水11の一部が取水
管17内を上昇して第2開閉弁18を開放し、取水管1
7の先端から排出され、貯水タンク19内に溜まる。
When the inside of the water pipe 13 is filled with the water 11, as shown in FIG. 5, the first on-off valve 16 is closed by the water pressure and the movement of the water 11 flowing down the water pipe 13 is stopped. Due to the kinetic energy of the water 11 flowing down the water pipe 13, a part of the water 11 in the water pipe 13 rises in the water intake pipe 17 to open the second on-off valve 18, and the water intake pipe 1
The water is discharged from the tip of the reservoir 7 and accumulates in the water storage tank 19.

【0018】前記運動エネルギに相当する分量の水11
が取水管17の先端から排出されると、図6に示すよう
に、第2開閉弁18より上方の取水管17内にある水1
1の圧力で直ちに第2開閉弁18が閉じるが、前記運動
エネルギに相当する分量の水11が排出されたことで通
水管13内の水量が減少するので、再び第1開閉弁16
が開いて、水流入口14からの水11の流入が再開され
通水管13内に溜まっていき、この後、図4,5に示し
た過程が繰り返される。
The amount of water 11 corresponding to the kinetic energy
Is discharged from the tip of the intake pipe 17, as shown in FIG. 6, the water 1 in the intake pipe 17 above the second on-off valve 18.
Although the second on-off valve 18 is immediately closed at the pressure of 1, the amount of water in the water pipe 13 is reduced by discharging the amount of water 11 corresponding to the kinetic energy.
Is opened, the flow of the water 11 from the water inlet 14 is restarted, and the water 11 accumulates in the water pipe 13. Thereafter, the process shown in FIGS. 4 and 5 is repeated.

【0019】このように、通水管13内に流入する水1
1の圧力で第1開閉弁16および第2開閉弁18が交互
に閉止、開放することによって、取水管17の先端から
間欠的に水11が排出され貯水タンク19に溜まってい
くが、後述するように、貯水タンク19内に大気圧より
高い空気圧が生ずるため、排水管20の先端排水口20
aから連続的に水11が排出されるようになる。
As described above, the water 1 flowing into the water pipe 13
By alternately closing and opening the first on-off valve 16 and the second on-off valve 18 at the pressure of 1, the water 11 is intermittently discharged from the tip of the water intake pipe 17 and accumulated in the water storage tank 19, which will be described later. As described above, since an air pressure higher than the atmospheric pressure is generated in the water storage tank 19,
Water 11 is continuously discharged from a.

【0020】このように、揚水装置10は、電源や動力
源が不要であり、一定方向に流下する水中に通水管13
などを浸漬して固定するだけで使用できるので、大掛か
りな構造体などを構築する必要がなく、設置や移動も比
較的容易である。
As described above, the pumping device 10 does not require a power source or a power source, and the water pipe 13 is provided in the water flowing down in a certain direction.
It can be used simply by dipping and fixing it, so that there is no need to construct a large-scale structure or the like, and installation and movement are relatively easy.

【0021】揚水装置10では、傾斜部13aの傾斜角
度を14度としているため、通水管13内に流入する水
11による第1開閉弁16の閉止動作、開放動作がスム
ーズに行われ、取水管17から効率的に水11が排出さ
れる。
In the water pump 10, since the inclination angle of the inclined portion 13a is 14 degrees, the closing operation and the opening operation of the first on-off valve 16 by the water 11 flowing into the water pipe 13 are smoothly performed, and the water intake pipe is provided. The water 11 is efficiently discharged from 17.

【0022】また、本実施形態において、通水管13の
内径を100mm、取水管の内径を13mmとし、水流
入口14から取水管17までの長さ21を24m、取水
管17から傾斜部13aの始点までの長さ22を0.5
mとしたところ、水路12の水面から3mの高さまで水
11を上昇させることができた。
In the present embodiment, the inside diameter of the water pipe 13 is 100 mm, the inside diameter of the water intake pipe is 13 mm, the length 21 from the water inlet 14 to the water intake pipe 17 is 24 m, and the starting point of the inclined part 13 a from the water intake pipe 17. Length 22 to 0.5
m, the water 11 could be raised from the water surface of the water channel 12 to a height of 3 m.

【0023】さらに、取水管17の先端を、導水孔19
aが排水孔19bより高い位置に設けられた気密性の貯
水タンク19の導水孔19aに連結し、この貯水タンク
19の排水孔19bに、導水孔19aより高位置に先端
排水口20aを有する排水管20を連結している。
Further, the tip of the water intake pipe 17 is connected to the water introduction hole 19.
a is connected to a water guide hole 19a of an airtight water storage tank 19 provided at a position higher than the water discharge hole 19b, and the drainage hole 19b of the water storage tank 19 has a tip water outlet 20a at a position higher than the water guide hole 19a. The tube 20 is connected.

【0024】排水管20の先端排水口20aが導水孔1
9aより高い位置にあるため、取水管17から導水孔1
9aを経由して貯水タンク19内に流入する水は一旦貯
水タンク19内に溜まることとなるが、溜まった水11
によって貯水タンク19内の空気圧が大気圧より高くな
ってその状態が維持され、この空気圧が貯水タンク19
内の水11を押し出すように作用するため、排水管20
の先端排水口20aから連続的に水が排出される。
The drainage port 20a at the tip of the drainage pipe 20 is
9a, the water inlet 1 is connected to the water inlet 1
The water flowing into the water storage tank 19 via the water storage tank 9 temporarily accumulates in the water storage tank 19.
As a result, the air pressure in the water storage tank 19 becomes higher than the atmospheric pressure, and this state is maintained.
To act to push out the water 11 in the
The water is continuously discharged from the leading end drain port 20a.

【0025】なお、本実施形態では、第1開閉弁16
は、下流端の開口部15の下方に設けられた支軸16a
に傾動自在に軸支された構造となっているが、この構造
に限定するものではないので、開口部15の上方に設け
た支軸に第1開閉弁を傾動自在に垂下させた構造とする
こともできる。
In this embodiment, the first on-off valve 16
Is a support shaft 16a provided below the opening 15 at the downstream end.
The structure is such that the first on-off valve is tiltably hung on a support shaft provided above the opening 15 so as not to be limited to this structure. You can also.

【0026】[0026]

【発明の効果】本発明により、以下に示す効果を奏す
る。
According to the present invention, the following effects can be obtained.

【0027】(1)流水に浸漬される通水管の中途に取
水管を立設し、通水管の上流端の水流入口水流入口から
通水管内へ流入する水の圧力で下流端開口部を閉止する
機能を有する第1開閉弁を下流端開口部に設け、取水管
内を上昇する水の圧力で取水管通路を開放する機能を有
する第2開閉弁を取水管に設け、通水管の取水管立設位
置より下流側の通水管通路を下流側に向かって登り勾配
をなすように形成したことにより、流水中に通水管など
を浸漬して固定すれば、通水管内へ流入する水の圧力で
第1開閉弁および第2開閉弁が交互に閉止、開放を繰り
返し、取水管の先端から間欠的に水が排出されるので、
電源や動力源なしで水を汲み上げることが可能となる。
また、大掛かりな構造体などを構築する必要がなく、設
置や移動も比較的容易である。
(1) An intake pipe is erected in the middle of a water pipe immersed in running water, and the downstream end opening is closed by the pressure of water flowing into the water pipe from the water inlet at the upstream end of the water pipe. A first opening / closing valve having a function of opening the downstream end opening, and a second opening / closing valve having a function of opening the intake pipe passage with the pressure of water rising in the intake pipe, provided in the water pipe; By forming the water pipe passage on the downstream side from the installation position so as to form an upward gradient toward the downstream side, if the water pipe is immersed in running water and fixed, the pressure of the water flowing into the water pipe will be Since the first on-off valve and the second on-off valve alternately close and open alternately, and water is intermittently discharged from the tip of the intake pipe,
Water can be pumped without a power source or power source.
Also, there is no need to construct a large-scale structure or the like, and installation and movement are relatively easy.

【0028】(2)通水管下流側の登り勾配の傾斜角度
を10〜30度とすることにより、通水管内に流入する
水による第1開閉弁の閉止動作、開放動作がスムーズに
行われるようになり、取水管から効率的に水が排出され
る。
(2) By setting the inclination angle of the uphill slope on the downstream side of the water pipe to 10 to 30 degrees, the closing operation and the opening operation of the first on-off valve by the water flowing into the water pipe can be smoothly performed. And water is efficiently discharged from the intake pipe.

【0029】(3)水流入口から取水管立設位置までの
長さを、取水管立設位置から登り勾配の始点までの長さ
の4〜60倍とし、通水管の内径を取水管の内径の4〜
45倍とすることにより、高さ1〜20m程度まで揚水
することが可能となり、実用性が向上する。
(3) The length from the water inlet to the intake pipe standing position is 4 to 60 times the length from the intake pipe standing position to the starting point of the ascending slope, and the inside diameter of the water pipe is taken as the inside diameter of the water pipe. 4 ~
By making it 45 times, it is possible to pump water to a height of about 1 to 20 m, and the practicality is improved.

【0030】(4)導水孔が排水孔より高い位置に設け
られた気密性の貯水タンクの導水孔に取水管の先端を連
結し、導水孔より高い位置に先端排水口を有する排水管
を排水孔に連結することにより、排水管の排水口から連
続的に水を出すことができる。
(4) The tip of the water intake pipe is connected to the water guide hole of the airtight water storage tank provided with the water guide hole higher than the drain hole, and the drain pipe having the tip drain port located higher than the water guide hole is drained. By connecting to the hole, water can be continuously discharged from the drain port of the drain pipe.

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

【図1】 実施の形態である揚水装置を示す側面図であ
る。
FIG. 1 is a side view showing a water pump according to an embodiment.

【図2】 図1に示す揚水装置の一部拡大断面図であ
る。
FIG. 2 is a partially enlarged sectional view of the pumping device shown in FIG.

【図3】 図2におけるA−A線断面図である。FIG. 3 is a sectional view taken along line AA in FIG. 2;

【図4】 図1に示す揚水装置の動作状態を示す一部切
欠断面図である。
FIG. 4 is a partially cutaway sectional view showing an operation state of the water pumping device shown in FIG.

【図5】 図1に示す揚水装置の動作状態を示す一部切
欠断面図である。
FIG. 5 is a partially cutaway sectional view showing an operation state of the water pumping device shown in FIG.

【図6】 図1に示す揚水装置の動作状態を示す一部切
欠断面図である。
FIG. 6 is a partially cutaway sectional view showing an operation state of the water pump shown in FIG. 1;

【符号の説明】[Explanation of symbols]

10 揚水装置 11 水 12 水路 13 通水管 13a 傾斜部 14 水流入口 15 下流端開口部 16 第1開閉弁 16a 支軸 17 取水管 18 第2開閉弁 19 貯水タンク 19a 導水孔 19b 排水孔 20 排水管 20a 先端排水口 21 水流入口から取水管までの長さ 22 取水管から傾斜部の始点までの長さ DESCRIPTION OF SYMBOLS 10 Pumping device 11 Water 12 Water channel 13 Water pipe 13a Inclined part 14 Water inlet 15 Downstream end opening 16 First on-off valve 16a Support shaft 17 Intake pipe 18 Second on-off valve 19 Water storage tank 19a Water introduction hole 19b Drain hole 20 Drain pipe 20a Tip drain 21 Length from water inlet to intake pipe 22 Length from intake pipe to start point of slope

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 一定方向に流れる水の流下方向に沿って
水に浸漬される通水管と、前記通水管の中途に連通して
立設された取水管とを備え、前記通水管の上流端開口部
を水流入口とし、前記水流入口から前記通水管内へ流入
する水の圧力で通水管の下流端開口部を閉止する機能を
有する第1開閉弁を下流端開口部に設け、前記取水管内
を上昇する水の圧力で取水管通路を開放する機能を有す
る第2開閉弁を取水管に設け、前記通水管の前記取水管
立設位置より下流側の通水管通路を下流側に向かって登
り勾配をなすように形成した揚水装置。
1. A water pipe immersed in water along a flowing direction of water flowing in a certain direction, and a water intake pipe erected in the middle of the water pipe, and an upstream end of the water pipe. A first opening / closing valve having a function of closing a downstream end opening of the water pipe with a pressure of water flowing from the water inlet into the water pipe at the downstream end opening; A second opening / closing valve having a function of opening the intake pipe passage with the pressure of the rising water is provided in the water pipe, and the water pipe is ascended downstream in the water pipe path downstream of the intake pipe standing position of the water pipe. A pumping device formed to form a gradient.
【請求項2】 前記登り勾配の傾斜角度を10〜30度
とした請求項1記載の揚水装置。
2. The pumping apparatus according to claim 1, wherein the inclination angle of the uphill slope is 10 to 30 degrees.
【請求項3】 前記水流入口から前記取水管立設位置ま
での長さを、取水管設置位置から前記登り勾配の始点ま
での長さの4〜30倍とした請求項1または2記載の揚
水装置。
3. The pump according to claim 1, wherein a length from the water inlet to the intake pipe standing position is 4 to 30 times a length from the intake pipe installation position to a starting point of the uphill slope. apparatus.
【請求項4】 前記通水管の内径を前記取水管の内径の
4〜45倍とした請求項1〜3のいずれかに記載の揚水
装置。
4. The water pump according to claim 1, wherein an inner diameter of the water pipe is 4 to 45 times an inner diameter of the water intake pipe.
【請求項5】 導水孔が排水孔より高い位置に設けられ
た気密性の貯水タンクの前記導水孔に前記取水管の先端
を連結し、前記導水孔より高い位置に先端排水口を有す
る排水管を前記排水孔に連結した請求項1〜4のいずれ
かに記載の揚水装置。
5. A drainage pipe having a tip end of the intake pipe connected to the water guide hole of an airtight water storage tank provided with a water guide hole higher than the drainage hole, and having a tip end drainage outlet at a position higher than the water guide hole. The pumping device according to any one of claims 1 to 4, wherein the pumping device is connected to the drain hole.
JP2000275476A 2000-09-11 2000-09-11 Pumping equipment Expired - Lifetime JP3801430B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000275476A JP3801430B2 (en) 2000-09-11 2000-09-11 Pumping equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000275476A JP3801430B2 (en) 2000-09-11 2000-09-11 Pumping equipment

Publications (2)

Publication Number Publication Date
JP2002089500A true JP2002089500A (en) 2002-03-27
JP3801430B2 JP3801430B2 (en) 2006-07-26

Family

ID=18761089

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000275476A Expired - Lifetime JP3801430B2 (en) 2000-09-11 2000-09-11 Pumping equipment

Country Status (1)

Country Link
JP (1) JP3801430B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1329668C (en) * 2003-12-04 2007-08-01 河海大学 Waterram demonstration instrument

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1329668C (en) * 2003-12-04 2007-08-01 河海大学 Waterram demonstration instrument

Also Published As

Publication number Publication date
JP3801430B2 (en) 2006-07-26

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