JP3929213B2 - Tubular pump equipment - Google Patents

Tubular pump equipment Download PDF

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Publication number
JP3929213B2
JP3929213B2 JP27814899A JP27814899A JP3929213B2 JP 3929213 B2 JP3929213 B2 JP 3929213B2 JP 27814899 A JP27814899 A JP 27814899A JP 27814899 A JP27814899 A JP 27814899A JP 3929213 B2 JP3929213 B2 JP 3929213B2
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Japan
Prior art keywords
suction
pump
water tank
backflow prevention
prevention device
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
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JP27814899A
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Japanese (ja)
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JP2001099086A (en
Inventor
秀基 神野
一宏 長岡
弘成 高野
一行 佐藤
裕之 久保田
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Ebara Corp
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Ebara Corp
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Priority to JP27814899A priority Critical patent/JP3929213B2/en
Publication of JP2001099086A publication Critical patent/JP2001099086A/en
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Description

【0001】
【発明の属する技術分野】
本発明はチューブラ型ポンプ設備に係り、特に支川から本川に流れ込む河川の合流点などで通常は本川の水位より支川の水位が高く、支川から自然流下で本川に流れ込むが、大雨の場合には支川の水位より本川の水位が高くなり自然流下しないので、支川の水を本川にポンプ設備で排水するような用途に使用するチューブラ型ポンプ設備に関する。
【0002】
【従来の技術】
吸込水位と吐出水位の水位差である実揚程が小さく、しかも大水量を排水するポンプとして軸流ポンプや斜流ポンプを使用するが、全体事業費を縮減させるため土木費用や建屋費用が縮減できるチューブラ型ポンプを使用することは、従来も行われてきた。
チューブラ型ポンプは羽根車を含めてポンプケーシング内を完全に水没できるように吸込水位よりポンプ全体を下げて設置し、吸込側の水でポンプを満水にしてポンプを始動している。
吸込水位でポンプを満水できるようにポンプを深く設置できない場合には、真空ポンプを使用してポンプを満水にしてからポンプを始動している。
【0003】
【発明が解決しようとする課題】
従来の技術においては、真空ポンプを使用せずにポンプを満水できるようにしようとすれば、ポンプの排水量が多く羽根車の直径が大きい大流量のチューブラ型ポンプ設備では、必然的に吸込水深が深く必要となり、結果としてポンプ設置レベルが深くなり、土木費用が増加して全体事業費を大きくする。
全体事業費を縮減させるためにはポンプ設置レベルを浅くし、しかも真空ポンプを使用せずにポンプを満水させることができるようにする必要がある。
本発明は上述の事情に鑑みなされたもので、ポンプの設置レベルを浅くして土木費用の縮減を図るとともに真空ポンプを使用せずにポンプを満水させることができるチューブラ型ポンプ設備を提供することを目的とする。
【0004】
【課題を解決するための手段】
上述した目的を達成するため、本発明は、羽根車全体あるいは羽根車の一部が吸込水槽の水位より高位置にあり、ポンプ吸込流路の天井の少なくとも一部が吸込水槽の水位より低位置に形成されている個所を有するチューブラ型ポンプ設備において、ポンプと吸込水槽の間に逆流防止装置を設置し、吐出側の水でポンプを満水して始動するようにしたことを特徴とするものである。
【0005】
従来、ポンプの吐出側に逆流防止装置を設け、吸込側の水でポンプ内を満水にしていたが、本発明によれば、ポンプの吸込側に逆流防止装置を設けることで、吸込水位よりも水位の高い吐出側の水でポンプを満水にすることによって、ポンプの設置レベルを浅くすることができる。
【0006】
【発明の実施の形態】
以下、本発明に係るチューブラ型ポンプ設備を図面を参照して説明する。図1乃至図5において、同一の符号は同一の機器又は部分を示している。
図1は、本発明のチューブラ型ポンプ設備の第1の実施形態を示す概略断面図である。図1において、符号1は吐出側水面であり、符号9は吸込水槽における吸込水面であり、符号10はポンプケーシングである。チューブラ型ポンプは、ポンプケーシング10内にチューブラ型ポンプ駆動装置4、ガイドベーン5および羽根車6を備えている。
【0007】
本発明においては、吸込流路の天井が吸込水槽の水位より低位置に形成されている吸込流路天井最低部7に逆流防止装置8としてフラップ弁を設置してあり、吐出ゲート開閉機2によって吐出ゲート3を開けることにより、吐出側の水でチューブラ型ポンプにおけるチューブラ型ポンプ駆動装置4、ガイドベーン5および羽根車6を満水にするものである。
【0008】
上述の構成において、ポンプの吐出流路に設けた吐出ゲート3を全開にすると、吐出側水面1が羽根車6を含めポンプケーシングより高いので、吐出側の水が吐出流路から流入してチューブラ型ポンプにおけるチューブラ型ポンプ駆動装置4、ガイドベーン5および羽根車6を満水にする。
ポンプを始動すれば羽根車6の回転によってエネルギーを与えられた水がガイドベーン5を通って吐出される。逆流防止装置8にフラップ弁を使用すれば、チューブラ型ポンプの運転によってポンプ内の水が吐出されると、吸込水槽の水がフラップ弁からなる逆流防止装置8を通ってポンプに流入し、ポンプの運転が継続する。
【0009】
図2は、本発明のチューブラ型ポンプ設備の第2の実施形態を示す概略断面図である。第2の実施形態においては、吸込流路の天井が吸込水槽の水位より低位置に形成されている吸込流路天井最低部7よりもチューブラ型ポンプにおけるチューブラ型ポンプ駆動装置4、ガイドベーン5および羽根車6に近い位置に逆流防止装置8が設置されている。第2の実施形態の場合は、図1に示す第1の実施形態の場合に比べて吸込流路面積が大きく、逆流防止装置の流過損失抵抗を小さくできる。この場合、逆流防止装置8の吸込水槽側上部に空気が残るが、量が少ないのでチューブラ型ポンプの始動及び運転に対する影響はない。
【0010】
図3は、本発明のチューブラ型ポンプ設備の第3の実施形態を示す概略断面図である。第3の実施形態においては、吸込流路の天井が吸込水槽の水位より低位置に形成されている吸込流路天井最低部7よりも吸込水槽に寄った位置に逆流防止装置8が設置されている。第3の実施形態の場合は、図2に示す第2の実施形態の場合よりも吸込流路面積が大きく、逆流防止装置の流過損失抵抗を更に小さくすることができる。
【0011】
図4は、本発明のチューブラ型ポンプ設備の第4の実施形態を示す概略断面図である。第4の実施形態においては、逆流防止装置8の設置位置を吸込流路の天井が吸込水槽の水位より低位置に形成されている吸込流路天井最低部7よりも吸込水槽に寄った位置とし、逆流防止装置8と天井との間に隙間Sを設けている。これにより、吐出側の水が逆流してきたときに逆流防止装置8を乗り越えて吸込水槽に逆流できるようにしており、チューブラ型ポンプ停止時に逆流防止装置部で発生する水撃作用による衝撃を緩和することができる。
【0012】
図5は、本発明のチューブラ型ポンプ設備の第5の実施形態を示す概略断面図である。第5の実施形態においては、逆流防止装置8を吸込流路入口部に設置したもので、逆流防止装置8の上方を吸込水槽に開放しており、作用効果は図4に示す第4の実施形態の場合と同様であるが、逆流防止装置8が吸込流路入口部に設けてあるので、逆流防止装置8の点検・整備が容易である。
【0013】
【発明の効果】
以上説明したように、本発明によれば、吐出側の水でチューブラ型ポンプを満水にできるのでチューブラ型ポンプの設置レベルを浅くすることができ、土木費用の縮減ができる。また、チューブラ型ポンプを満水するのに真空ポンプを使用しないので設備費が節減でき、満水時間も短いという利点がある。
【図面の簡単な説明】
【図1】図1は本発明のチューブラ型ポンプ設備の第1の実施形態を示し、吸込流路天井最低位置に逆流防止装置が配置されたポンプ設備断面図である。
【図2】図2は本発明のチューブラ型ポンプ設備の第2の実施形態を示し、吸込流路天井最低位置とポンプの間に逆流防止装置が配置されたポンプ設備断面図である。
【図3】図3は本発明のチューブラ型ポンプ設備の第3の実施形態を示し、吸込水槽と吸込流路天井最低位置の間に逆流防止装置が配置されたポンプ設備断面図である。
【図4】図4は本発明のチューブラ型ポンプ設備の第4の実施形態を示し、吸込水槽と吸込流路天井最低位置の間に越流可能逆流防止装置が配置されたポンプ設備断面図である。
【図5】図5は本発明のチューブラ型ポンプ設備の第5の実施形態を示し、吸込流路入口部に越流可能逆流防止装置が配置されたポンプ設備断面図である。
【符号の説明】
1 吐出側水面
2 吐出ゲート開閉機
3 吐出ゲート
4 チューブラ型ポンプ駆動装置
5 ガイドベーン
6 羽根車
7 吸込流路天井最低部
8 逆流防止装置
9 吸込水面
10 ポンプケーシング
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a tubular type pump facility, and particularly at the confluence of rivers flowing from the tributaries into the main river, the water level of the tributaries is usually higher than the water level of the main river, and flows into the main river from the tributaries under natural flow. Since the water level of the main river is higher than the water level of the tributary and does not flow down naturally, the present invention relates to a tubular pump facility used for draining water of the tributary into the main river with a pump facility.
[0002]
[Prior art]
The actual head, which is the difference between the suction water level and the discharge water level, is small, and axial pumps and diagonal flow pumps are used as pumps for draining large volumes of water. However, civil engineering and building costs can be reduced to reduce overall project costs. The use of tubular pumps has been done in the past.
Tubular pumps are installed by lowering the entire pump from the suction water level so that the pump casing including the impeller can be completely submerged, and the pump is started by filling the pump with water on the suction side.
If the pump cannot be installed deep enough to fill the pump at the suction water level, the pump is started after the pump is full using a vacuum pump.
[0003]
[Problems to be solved by the invention]
In the conventional technology, if it is attempted to fill the pump without using a vacuum pump, a large-flow tubular type pump facility with a large pump drainage volume and a large impeller diameter inevitably has a suction water depth. Deeply required, resulting in deeper pump installation levels, increasing civil engineering costs and increasing overall project costs.
In order to reduce the overall project cost, it is necessary to make the pump installation level shallow and to be able to fill the pump without using the vacuum pump.
The present invention has been made in view of the above circumstances, and provides a tubular pump facility that can reduce the cost of civil engineering by reducing the installation level of the pump and can fill the pump without using a vacuum pump. With the goal.
[0004]
[Means for Solving the Problems]
In order to achieve the above-described object, the present invention provides that the entire impeller or a part of the impeller is positioned higher than the water level of the suction water tank, and at least a part of the ceiling of the pump suction channel is positioned lower than the water level of the suction water tank. In the tubular type pump equipment having the part formed in the back, a backflow prevention device is installed between the pump and the suction water tank, and the pump is filled with water on the discharge side and started. is there.
[0005]
Conventionally, a backflow prevention device has been provided on the discharge side of the pump, and the inside of the pump has been filled with water on the suction side, but according to the present invention, by providing a backflow prevention device on the suction side of the pump, By filling the pump with water on the discharge side having a high water level, the installation level of the pump can be reduced.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, a tubular pump facility according to the present invention will be described with reference to the drawings. 1 to 5, the same reference numerals indicate the same devices or parts.
FIG. 1 is a schematic sectional view showing a first embodiment of the tubular pump facility of the present invention. In FIG. 1, the code | symbol 1 is a discharge side water surface, the code | symbol 9 is the suction water surface in a suction water tank, and the code | symbol 10 is a pump casing. The tubular pump includes a tubular pump driving device 4, a guide vane 5, and an impeller 6 in a pump casing 10.
[0007]
In the present invention, a flap valve is installed as a backflow prevention device 8 at the lowest suction channel ceiling 7 where the ceiling of the suction channel is formed at a position lower than the water level of the suction water tank. By opening the discharge gate 3, the tubular pump driving device 4, the guide vane 5 and the impeller 6 in the tubular pump are filled with water on the discharge side.
[0008]
In the above-described configuration, when the discharge gate 3 provided in the discharge flow path of the pump is fully opened, the discharge-side water surface 1 is higher than the pump casing including the impeller 6, so that the water on the discharge side flows from the discharge flow path and becomes tubular. The tubular pump driving device 4, the guide vane 5 and the impeller 6 in the mold pump are filled with water.
When the pump is started, water given energy by the rotation of the impeller 6 is discharged through the guide vane 5. If a flap valve is used for the backflow prevention device 8, when water in the pump is discharged by the operation of the tubular pump, the water in the suction tank flows into the pump through the backflow prevention device 8 comprising the flap valve, and the pump The operation continues.
[0009]
FIG. 2 is a schematic sectional view showing a second embodiment of the tubular pump facility of the present invention. In the second embodiment, the tubular pump drive device 4, the guide vane 5, and the guide vane 5 in the tubular pump than the suction flow path ceiling lowest portion 7 in which the ceiling of the suction flow path is formed lower than the water level of the suction water tank. A backflow prevention device 8 is installed at a position close to the impeller 6. In the case of the second embodiment, the suction flow passage area is larger than in the case of the first embodiment shown in FIG. 1, and the flow loss resistance of the backflow prevention device can be reduced. In this case, air remains in the suction water tank side upper part of the backflow prevention device 8, but since the amount is small, there is no influence on the start-up and operation of the tubular pump.
[0010]
FIG. 3 is a schematic sectional view showing a third embodiment of the tubular pump facility of the present invention. In 3rd Embodiment, the backflow prevention apparatus 8 is installed in the position which approached the suction water tank rather than the suction flow path ceiling lowest part 7 in which the ceiling of the suction flow path is formed in the position lower than the water level of the suction water tank. Yes. In the case of the third embodiment, the suction flow passage area is larger than in the case of the second embodiment shown in FIG. 2, and the flow loss resistance of the backflow prevention device can be further reduced.
[0011]
FIG. 4 is a schematic sectional view showing a fourth embodiment of the tubular pump facility of the present invention. In the fourth embodiment, the installation position of the backflow prevention device 8 is a position closer to the suction water tank than the suction flow path ceiling lowest part 7 in which the ceiling of the suction flow path is formed at a position lower than the water level of the suction water tank. A gap S is provided between the backflow prevention device 8 and the ceiling. As a result, when the water on the discharge side flows back, the water flows over the backflow prevention device 8 and can flow back into the suction water tank, and the impact caused by the water hammer action generated in the backflow prevention device when the tubular pump is stopped is mitigated. be able to.
[0012]
FIG. 5 is a schematic sectional view showing a fifth embodiment of the tubular pump facility of the present invention. In the fifth embodiment, the backflow prevention device 8 is installed at the inlet of the suction flow path, and the upper side of the backflow prevention device 8 is opened to the suction water tank, and the effect is the fourth implementation shown in FIG. Although it is the same as that of the embodiment, since the backflow prevention device 8 is provided at the inlet of the suction flow path, the check and maintenance of the backflow prevention device 8 are easy.
[0013]
【The invention's effect】
As described above, according to the present invention, the tubular pump can be filled with water on the discharge side, so that the installation level of the tubular pump can be reduced, and civil engineering costs can be reduced. Further, since the vacuum pump is not used to fill the tubular pump, there are advantages that the equipment cost can be reduced and the filling time is short.
[Brief description of the drawings]
FIG. 1 is a sectional view of a pump facility according to a first embodiment of a tubular pump facility of the present invention, in which a backflow prevention device is disposed at the lowest position of a suction flow path ceiling.
FIG. 2 is a sectional view of a pump facility according to a second embodiment of the tubular pump facility of the present invention, in which a backflow prevention device is disposed between the lowest suction channel ceiling and the pump.
FIG. 3 shows a third embodiment of the tubular pump facility according to the present invention, and is a sectional view of the pump facility in which a backflow prevention device is arranged between the suction water tank and the suction channel ceiling lowest position.
FIG. 4 shows a fourth embodiment of a tubular pump facility according to the present invention, which is a sectional view of a pump facility in which a backflow prevention device capable of overflow is arranged between a suction water tank and a suction channel ceiling lowest position. is there.
FIG. 5 shows a fifth embodiment of the tubular pump facility according to the present invention, and is a sectional view of the pump facility in which a backflow preventing device capable of overflow is arranged at the inlet of the suction flow path.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Discharge side water surface 2 Discharge gate opening / closing machine 3 Discharge gate 4 Tubular pump drive device 5 Guide vane 6 Impeller 7 Suction flow path ceiling lowest part 8 Backflow prevention device 9 Suction water surface 10 Pump casing

Claims (6)

羽根車全体あるいは羽根車の一部が吸込水槽の水位より高位置にあり、ポンプ吸込流路の天井の少なくとも一部が吸込水槽の水位より低位置に形成されている個所を有するチューブラ型ポンプ設備において、
ポンプと吸込水槽の間に逆流防止装置を設置し、吐出側の水でポンプを満水して始動するようにしたことを特徴とするチューブラ型ポンプ設備。
Tubular pump equipment having a portion where the entire impeller or part of the impeller is located higher than the water level of the suction water tank, and at least a part of the ceiling of the pump suction passage is formed lower than the water level of the suction water tank In
A tubular pump facility characterized by installing a backflow prevention device between the pump and the suction water tank and filling the pump with water on the discharge side.
前記逆流防止装置は、吸込流路の天井が吸込水槽の水位より低位置に形成されている個所に配置されていることを特徴とする請求項1記載のチューブラ型ポンプ設備。2. The tubular pump facility according to claim 1, wherein the backflow prevention device is disposed at a location where the ceiling of the suction flow path is formed at a position lower than the water level of the suction water tank. 前記逆流防止装置は、吸込流路の天井が吸込水槽の水位より低位置に形成されている個所とポンプの間に配置されていることを特徴とする請求項1記載のチューブラ型ポンプ設備。2. The tubular pump facility according to claim 1, wherein the backflow prevention device is disposed between a pump and a portion where the ceiling of the suction channel is formed at a position lower than the water level of the suction water tank. 前記逆流防止装置は、吸込流路の天井が吸込水槽の水位より低位置に形成されている個所と吸込水槽の間に配置されていることを特徴とする請求項1記載のチューブラ型ポンプ設備。2. The tubular pump facility according to claim 1, wherein the backflow prevention device is disposed between a portion where the ceiling of the suction channel is formed at a position lower than the water level of the suction water tank and the suction water tank. 前記逆流防止装置は、吸込流路の天井が吸込水槽の水位より低位置に形成されている個所と吸込水槽の間に配置されており、前記逆流防止装置は流路の天井よりも低く、吐出側の水位が高い場合には該逆流防止装置を越えて吸込水槽へ逆流可能にしたことを特徴とする請求項1記載のチューブラ型ポンプ設備。The backflow prevention device is disposed between the suction water tank and the portion where the ceiling of the suction flow path is formed at a position lower than the water level of the suction water tank, and the backflow prevention device is lower than the ceiling of the flow path and discharges. 2. The tubular pump facility according to claim 1, wherein when the water level on the side is high, the reverse flow can be made to flow back to the suction water tank beyond the backflow prevention device. 前記逆流防止装置は、吸込水槽からの吸込流路入口部に配置されており、該逆流防止装置の上方を吸込水槽に開放して吐出側の水位が高い場合には該逆流防止装置を越えて吸込水槽に逆流可能にしたことを特徴とする請求項1記載のチューブラ型ポンプ設備。The backflow prevention device is arranged at the inlet of the suction flow path from the suction water tank, and when the water level on the discharge side is high by opening the top of the backflow prevention device to the suction water tank, 2. The tubular pump facility according to claim 1, wherein a reverse flow is enabled in the suction water tank.
JP27814899A 1999-09-30 1999-09-30 Tubular pump equipment Expired - Lifetime JP3929213B2 (en)

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JP3929213B2 true JP3929213B2 (en) 2007-06-13

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