JPH0979197A - Partition wall of pump water absorbing tank - Google Patents

Partition wall of pump water absorbing tank

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Publication number
JPH0979197A
JPH0979197A JP23444895A JP23444895A JPH0979197A JP H0979197 A JPH0979197 A JP H0979197A JP 23444895 A JP23444895 A JP 23444895A JP 23444895 A JP23444895 A JP 23444895A JP H0979197 A JPH0979197 A JP H0979197A
Authority
JP
Japan
Prior art keywords
partition wall
suction
water
absorption tank
tip
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
JP23444895A
Other languages
Japanese (ja)
Other versions
JP3275199B2 (en
Inventor
Masahide Konishi
正英 小西
Yukihiro Yamamoto
幸広 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 JP23444895A priority Critical patent/JP3275199B2/en
Publication of JPH0979197A publication Critical patent/JPH0979197A/en
Application granted granted Critical
Publication of JP3275199B2 publication Critical patent/JP3275199B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Structures Of Non-Positive Displacement Pumps (AREA)
  • Control Of Positive-Displacement Pumps (AREA)

Abstract

PROBLEM TO BE SOLVED: To avoid vibration and a noise, in its turn, occurrence of a pumping cutoff condition by restraining the occurrence of separation in an inlet in width directional both side wall side suction waterways of a pump water absorbing tank as well as to reduce a residual water quantity of the pump water absorbing tank by lowering the pumpable lowest water level up to a low level. SOLUTION: A position on the tip of a second partition wall 8 arranged in suction waterways R2 and R3 is displaced by L1 to the downstream side more than a position on the tip of a first partition wall 2, and a position on the tip of first partition walls 1 and 3 is displaced by L2 to the downstream side more than a position on the tip of the second partition wall 8 arranged in the suction waterways R2 and R3. A position on the tip of the second partition wall 8 arranged in suction waterways R1 and R4 is displaced by L3 to the downstream side more than a position on the tip of the first partition walls 1 and 3. Therefore, inlet waterway widths w4 and w5 in the suction waterways R1, R2, R3 and R4 are enlarged, and occurrence of separation in an inlet of the width directional both side wall side suction waterways R1 and R4 is restrained.

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、ポンプ吸水槽の仕
切壁に関する。
TECHNICAL FIELD The present invention relates to a partition wall of a pump water absorption tank.

【0002】[0002]

【従来の技術】図3および図4に示すように、たとえば
4台のポンプP1,P2,P3,P4を設置し、天井部
4を支持する支持部材としての機能をもたせた複数の仕
切壁1,2,3を設けることで、各ポンプP1,P2,
P3,P4に対応して独立した吸込水路R1,R2,R
3,R4を形成した従来のポンプ吸水槽5では、一般
に、各仕切壁1,2,3における上流端部の横断面形状
を略半円形に構成して、仕切壁1,2,3のセンターラ
インCを対称軸として対称に形成した構造になってい
る。
2. Description of the Related Art As shown in FIGS. 3 and 4, for example, four pumps P1, P2, P3, P4 are installed and a plurality of partition walls 1 functioning as a supporting member for supporting a ceiling portion 4. , 2, 3 are provided, the pumps P1, P2,
Independent suction water channels R1, R2, R corresponding to P3, P4
In the conventional pump water absorption tank 5 in which R3 and R4 are formed, generally, the cross-sectional shape of the upstream end of each partition wall 1, 2 and 3 is formed into a substantially semi-circular shape so that the center of the partition walls 1, 2 and 3 is The structure is formed symmetrically with the line C as the axis of symmetry.

【0003】ところで、この種のポンプ吸水槽5では、
その幅寸法W1を上流側の水路6の幅寸法W2よりも大
きく設定して幅方向両側に張出した平面形状になってい
る。したがって、上流側の水路6から吸水槽5に流入し
た水は、中央部の吸込水路R2,R3に対して矢印X1
で示すように真直に進入する。しかし、両側の吸込水路
R1,R4に対しては、矢印X2,X2で示すように斜
めに進入することになる。このような進入形態は、流速
が高い程顕著になる。
By the way, in this type of pump water absorption tank 5,
The width dimension W1 is set to be larger than the width dimension W2 of the water channel 6 on the upstream side, so that the water channel 6 has a planar shape that extends to both sides in the width direction. Therefore, the water that has flowed into the water absorption tank 5 from the water channel 6 on the upstream side is indicated by the arrow X1 with respect to the suction water channels R2 and R3 in the central portion.
Enter straight as shown in. However, the suction water passages R1 and R4 on both sides enter obliquely as shown by arrows X2 and X2. Such an approach form becomes more remarkable as the flow velocity is higher.

【0004】このように、両側の吸込水路R1,R4に
対して斜めに進入する進入形態では、ポンプ吸水槽5の
幅方向両側壁5A,5B側に偏位している仕切壁1,3
の上流端部に対する流れが前記矢印X2,X2で示すよ
うに斜めになるので、仕切壁1,3の上流端部では、仕
切壁1,3に沿った流れにならず、図5の矢印x2で示
すように仕切壁1,3から離れた流れ、つまり「ハク
リ」が生じ、このハクリx2と仕切壁1,3の上流端部
の間の澱み部分に矢印x3で示す渦流が発生して圧力を
低下させるとともに、水面を局部的に低下させる。しか
も、仕切壁1,2,3の先端を同じ位置に揃えてあるの
で、仕切壁2と吸水槽5の両側壁5A,5Bの間の水路
幅w1が仕切壁1,3の厚みtだけ狭められることにな
り、各吸込水路R1,R2,R3,R4の入口において
流速が急変して高くなる。特に、仕切壁1,3の上流端
部に対する流れが斜めになる幅方向両側の吸込水路R
1,R4では、ハクリを生じ渦流が発生し易くなり、水
面を局部的に低下させ、水面の波打ち状態の原因になっ
てエアーの吸込みを招き、ポンプに振動や騒音などを発
生させ、延いては揚水遮断状態になる虞れがある。
As described above, in the approach mode in which the suction water passages R1 and R4 on both sides are obliquely entered, the partition walls 1 and 3 which are deviated to the widthwise both side walls 5A and 5B side of the pump water absorption tank 5.
Since the flow to the upstream end of the partition wall is slanted as shown by the arrows X2 and X2, the flow does not follow the partition walls 1 and 3 at the upstream end parts of the partition walls 1 and 3, and the arrow x2 in FIG. As shown by, the flow away from the partition walls 1 and 3, that is, “peeling” occurs, and a vortex flow indicated by an arrow x3 is generated in the stagnation portion between the cutting wall x2 and the upstream end of the partition walls 1 and 3 to cause pressure. And lowers the water surface locally. Moreover, since the tips of the partition walls 1, 2 and 3 are aligned at the same position, the water channel width w1 between the partition wall 2 and both side walls 5A and 5B of the water absorption tank 5 is narrowed by the thickness t of the partition walls 1 and 3. Therefore, the flow velocity suddenly changes and increases at the inlets of the suction water passages R1, R2, R3, and R4. In particular, the suction water channels R on both sides in the width direction in which the flow with respect to the upstream ends of the partition walls 1 and 3 are inclined.
In 1 and R4, peeling occurs and eddy currents are easily generated, which locally lowers the water surface, causes a waving state of the water surface, causes air suction, and causes vibration and noise in the pump, May be in a pumped-off state.

【0005】前記澱み部分における渦流x3の発生によ
って、図4の実線で示すように、水面に局部的な谷部Y
1が形成されると、この谷部Y1の直下流側において盛
上がる山部Y2が形成され、この山部Y2の直下流側に
おいて谷部Y3が形成され、水面が波打ち状態になる。
Due to the generation of the vortex flow x3 in the stagnation portion, as shown by the solid line in FIG.
When 1 is formed, a ridge portion Y2 that rises is formed immediately downstream of the valley portion Y1, and a valley portion Y3 is formed immediately downstream of the mountain portion Y2, so that the water surface is in a wavy state.

【0006】水面が波打ち状態になっても、ポンプ吸水
槽5の水位が実線で示すように比較的高い場合には悪影
響をおよぼすことはない。しかし、仮想線で示すような
低水位状態で水面に波打ちを生じると、ポンプP1,P
4にエアーEが吸込まれる虞れを有し、エアーEの吸込
みによって、ポンプP1,P4に振動や騒音などの弊害
を発生させるとともに、エアーEの吸込量が多くなる
と、空運転状態(揚水遮断状態)になる虞れもある。し
たがって、揚水可能な最低水位を比較的高いレベルに設
定しなけれなならず、それだけポンプ吸水槽5の残存水
量が多くなる欠点を有している。しかも、流速を高める
と前述のハクリが発生し易くなる。
Even if the water surface becomes wavy, it does not have any adverse effect when the water level in the pump water absorption tank 5 is relatively high as shown by the solid line. However, if the water surface is wavy at the low water level as shown by the phantom line, the pumps P1, P
4 has a possibility that the air E will be sucked in, and when the suction of the air E causes the pumps P1 and P4 to have harmful effects such as vibration and noise, when the suction amount of the air E becomes large, the idling state (pumping There is also a risk of becoming a cutoff state. Therefore, the lowest level of water that can be pumped must be set to a relatively high level, which has the drawback that the amount of residual water in the pump water absorption tank 5 increases. Moreover, if the flow velocity is increased, the aforementioned peeling is likely to occur.

【0007】一方、図6に示すように、天井部4(図4
参照)の支持強度を高めるために、各吸込水路R1,R
2,R3,R4を、たとえば幅方向に二分割する第2仕
切壁8を設け、第1仕切壁1,2,3および第2仕切壁
8の先端を同じ位置に揃えて設定したポンプ吸水槽5が
知られている。ところが、この種のポンプ吸水槽5で
は、各吸込水路R1,R2,R3,R4における入口の
水路幅w2が第2仕切壁8の厚みt相当分だけ狭められ
ているので、各吸込水路R1,R2,R3,R4の入口
において流速が急変して高くなる。特に、第1仕切壁
1,3および第2仕切壁8の上流端部に対する流れが斜
めになる幅方向両側の吸込水路R1,R4では、ハクリ
を生じ渦流が発生し易くなり、水面を局部的に低下さ
せ、水面の波打ち状態の原因になってエアーの吸込みを
招き、ポンプに振動や騒音などを発生させ、延いては揚
水遮断状態になる虞れがある。
On the other hand, as shown in FIG. 6, the ceiling portion 4 (see FIG.
In order to increase the support strength of each suction water passage R1, R
A pump water absorption tank in which the second partition wall 8 that divides 2, R3 and R4 into two, for example, in the width direction is provided, and the tips of the first partition walls 1, 2, 3 and the second partition wall 8 are aligned at the same position. 5 is known. However, in the pump water absorption tank 5 of this type, since the inlet water passage width w2 in each of the suction water passages R1, R2, R3, R4 is narrowed by the thickness t of the second partition wall 8, each suction water passage R1, At the inlets of R2, R3 and R4, the flow velocity suddenly changes and becomes high. In particular, in the suction water channels R1 and R4 on both sides in the width direction in which the flow with respect to the upstream end portions of the first partition walls 1 and 3 and the second partition wall 8 is oblique, peeling is likely to occur and swirl is likely to occur, and the water surface is locally localized. And may cause air to be sucked in as a cause of a waved state on the water surface, which may cause vibration and noise in the pump, which may eventually lead to a pumping cutoff state.

【0008】[0008]

【考案が解決しようとする課題】すなわち、従来のポン
プ吸水槽の仕切壁では、仕切壁の先端を所定の位置に揃
えて設定してあるため、各吸込水路の入口の水路幅が狭
くなり吸込水路の入口において流速が急変して高くな
る。このため、特に、仕切壁の上流端部に対する流れが
斜めになる幅方向両側の吸込水路の入口では、ハクリを
生じ渦流が発生し易くなり、水面を局部的に低下させ、
水面の波打ち状態の原因になってエアーの吸込みを招
き、ポンプに振動や騒音などを発生させ、延いては揚水
遮断状態になる虞れが有るので、揚水可能な最低水位を
比較的高いレベルに設定しなけれならず、それだけポン
プ吸水槽の残存水量が多くなる。そこで、請求項1記載
の発明は、ポンプ吸水槽の幅方向両側壁側の吸込水路に
おける入口でのハクリの発生を抑えることで、振動や騒
音、延いては揚水遮断状態の発生を避け、揚水可能な最
低水位を低いレベルまで下げてポンプ吸水槽の残存水量
を少なくすることのできるポンプ吸水槽の仕切壁を提供
することを目的としたものである。
[Problems to be Solved by the Invention] That is, in the conventional partition wall of the pump water absorption tank, since the tip of the partition wall is set to a predetermined position, the water channel width at the inlet of each suction water channel becomes narrow and The flow velocity suddenly changes and becomes high at the entrance of the waterway. Therefore, in particular, at the inlets of the suction water channels on both sides in the width direction where the flow with respect to the upstream end of the partition wall becomes slanted, it becomes easy to generate a vortex and generate a vortex, locally lowering the water surface,
It may cause the water to undulate, causing air to be sucked in, causing vibration and noise in the pump, which may result in a pumping interruption, so set the minimum pumpable water level to a relatively high level. It must be set, and the amount of water remaining in the pump water absorption tank will increase accordingly. Therefore, the invention according to claim 1 suppresses the occurrence of peeling at the inlet of the suction water passage on both side walls in the width direction of the pump water absorption tank, thereby avoiding the occurrence of vibration and noise, and eventually the pumping cutoff state, and pumping water. It is an object of the present invention to provide a partition wall of a pump water absorption tank capable of reducing the minimum possible water level to a low level and reducing the amount of residual water in the pump water absorption tank.

【0009】[0009]

【課題を解決するための手段】前記目的を達成するため
に、請求項1記載の発明は、3台以上のポンプが設置さ
れるポンプ吸水槽の各ポンプに対応して独立した吸込水
路を形成するために複数の仕切壁が設けられたポンプ吸
水槽の仕切壁において、前記仕切壁の先端の位置を前記
ポンプ吸水槽の幅方向中央部から幅方向両側壁側に移行
するのに従って下流側に変位させたことを特徴としたも
のである。請求項1記載の発明によれば、各吸込水路に
おける入口の水路幅が大きくなるので、各吸込水路の入
口において流速が急変して高くなるのを抑えることがで
きる。これにより、幅方向両側壁側の吸込水路の入口で
のハクリの発生を抑えることができる。
In order to achieve the above object, the invention according to claim 1 forms an independent suction water passage corresponding to each pump of a pump water absorption tank in which three or more pumps are installed. In the partition wall of the pump water absorption tank provided with a plurality of partition walls, to the downstream side as the position of the tip of the partition wall is moved from the widthwise central portion of the pump water absorption tank to the widthwise both side walls It is characterized by being displaced. According to the invention described in claim 1, since the water channel width of the inlet of each suction water channel becomes large, it is possible to prevent the flow velocity from suddenly increasing at the inlet of each suction water channel. As a result, it is possible to suppress the occurrence of peeling at the inlet of the suction water passage on both side walls in the width direction.

【0010】[0010]

【発明の実施の形態】以下、請求項1記載の発明の一実
施の形態を図面に基づいて説明する。図1はポンプ吸水
槽の横断平面図である。なお、前記図3ないし図6で説
明した従来のポンプの吸水槽と同一もしくは相当部分に
は、同一符号を付して説明する。図1において、ポンプ
吸水槽5には、4台のポンプP1,P2,P3,P4が
設置され、天井部4(図4参照)を支持する支持部材と
しての機能をもたせた複数の仕切壁1,2,3を設ける
ことで、各ポンプP1,P2,P3,P4に対応して独
立した吸込水路R1,R2,R3,R4が形成されてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the invention described in claim 1 will be described below with reference to the drawings. FIG. 1 is a cross-sectional plan view of a pump water absorption tank. It should be noted that the same or corresponding parts as those of the conventional pump water absorption tank described with reference to FIGS. In FIG. 1, four pumps P1, P2, P3, P4 are installed in a pump water absorption tank 5, and a plurality of partition walls 1 functioning as a supporting member for supporting a ceiling portion 4 (see FIG. 4). , 2, 3, independent suction water passages R1, R2, R3, R4 are formed corresponding to the pumps P1, P2, P3, P4.

【0011】前記仕切壁1,2,3との先端の位置は、
ポンプ吸水槽5の幅方向中央部から幅方向両側壁5A,
5B側に移行するのに従って下流側に変位させてある。
具体的には、仕切壁1,3の先端の位置を仕切壁2の先
端の位置よりもL1だけ下流側に変位させてある。
The positions of the tips of the partition walls 1, 2 and 3 are
From the widthwise central portion of the pump water absorption tank 5 to the widthwise side walls 5A,
It is displaced downstream as it moves to the 5B side.
Specifically, the positions of the tips of the partition walls 1 and 3 are displaced from the positions of the tips of the partition wall 2 by L1 downstream.

【0012】このような構成であれば、図1の上流側の
水路6から吸水槽5に流入した水は、中央部の吸込水路
R2,R3に対して矢印X1で示すように真直に進入す
る。一方、両側の吸込水路R1,R4に対しては、矢印
X2,X2で示すように斜めに進入することになり、こ
のような進入形態は、流速が高い程顕著になる。
With such a structure, the water flowing into the water absorption tank 5 from the water channel 6 on the upstream side in FIG. 1 goes straight into the suction water channels R2 and R3 in the central portion as shown by the arrow X1. . On the other hand, the suction water passages R1 and R4 on both sides enter diagonally as shown by arrows X2 and X2, and such an entry form becomes more remarkable as the flow velocity is higher.

【0013】しかし、仕切壁1,2,3の先端の位置を
仕切壁2の先端の位置よりもL1だけ下流側に変位させ
てあるので、仕切壁2と吸水槽5の両側壁5A,5Bの
間の水路幅w3は従来の水路幅w1(図3参照)よりも
大きくなるので、各吸込水路R1,R2,R3,R4の
入口において流速が急変して高くなるのを抑えることが
できる。これにより、幅方向両側壁側の吸込水路R1,
R4の入口でのハクリの発生を抑えることができるの
で、図5の矢印x3で示した渦流が発生して水面を局部
的に低下させることはない。その結果、水面が波打ち状
態になってポンプP1,P4にエアーEが吸込まれるこ
とによって生じる不都合の発生を避けることができる。
つまり、振動や騒音などを生じ、延いては揚水遮断の状
態を招く不都合の発生を避けることができる。これによ
り、揚水可能な最低水位を低いレベルまで下げてポンプ
吸水槽の残存水量を少なくすることが可能になる。
However, since the positions of the tips of the partition walls 1, 2 and 3 are displaced to the downstream side by L1 from the position of the tip of the partition wall 2, both side walls 5A and 5B of the partition wall 2 and the water absorption tank 5 are arranged. Since the water channel width w3 between them becomes larger than the conventional water channel width w1 (see FIG. 3), it is possible to prevent the flow velocity from suddenly increasing at the inlets of the suction water channels R1, R2, R3, R4. As a result, the suction water channels R1, on both side walls in the width direction,
Since the generation of peeling at the inlet of R4 can be suppressed, the vortex shown by the arrow x3 in FIG. 5 does not occur and the water surface is not locally lowered. As a result, it is possible to avoid the occurrence of inconvenience caused by the fact that the water surface becomes wavy and the air E is sucked into the pumps P1 and P4.
In other words, it is possible to avoid the occurrence of inconvenience that causes vibration, noise, and the like, and eventually leads to a state of cutoff of pumping. As a result, it becomes possible to reduce the minimum level of water that can be pumped to a low level and reduce the amount of residual water in the pump water absorption tank.

【0014】図2は、請求項1記載の発明の他の実施の
形態を示す横断平面図であり、ポンプ吸水槽5には、4
台のポンプP1,P2,P3,P4が設置され、天井部
4(図4参照)を支持する支持部材としての機能をもた
せた複数の第1仕切壁1,2,3を設けることで、各ポ
ンプP1,P2,P3,P4に対応して独立した吸込水
路R1,R2,R3,R4が形成されている。さらに、
天井部4(図4参照)の支持強度を高めるために、各吸
込水路R1,R2,R3,R4を幅方向に二分割する第
2仕切壁8が設けられている。
FIG. 2 is a cross-sectional plan view showing another embodiment of the invention described in claim 1, in which the pump water absorption tank 5 is
The pumps P1, P2, P3, P4 of the table are installed, and by providing a plurality of first partition walls 1, 2, 3 having a function as a supporting member for supporting the ceiling portion 4 (see FIG. 4), Independent suction water passages R1, R2, R3, R4 are formed corresponding to the pumps P1, P2, P3, P4. further,
In order to increase the support strength of the ceiling portion 4 (see FIG. 4), a second partition wall 8 that divides each of the suction water passages R1, R2, R3, R4 into two in the width direction is provided.

【0015】前記第1仕切壁1,2,3と第2の仕切壁
8の先端の位置は、ポンプ吸水槽5の幅方向中央部から
幅方向両側壁5A,5B側に移行するのに従って下流側
に変位させてある。具体的には、吸込水路R2,R3に
設けた第2仕切壁8の先端の位置を第1仕切壁2の先端
の位置よりもL1だけ下流側に変位させ、第1仕切壁
1,3の先端の位置を吸込水路R2,R3に設けた第2
仕切壁8の先端の位置よりもL2だけ下流側に変位させ
るとともに、吸込水路R1,R4に設けた第2仕切壁8
の先端の位置を第1仕切壁1,3の先端の位置よりもL
3だけ下流側に変位させてある。
The positions of the tips of the first partition walls 1, 2 and 3 and the second partition wall 8 are downstream as they move from the widthwise central portion of the pump water absorption tank 5 to the widthwise side walls 5A and 5B. It is displaced to the side. Specifically, the position of the tip of the second partition wall 8 provided in the suction water passages R2, R3 is displaced downstream from the position of the tip of the first partition wall 2 by L1, and the first partition wall 1, 3 The second position where the tip position is provided in the suction water passages R2, R3
The second partition wall 8 provided on the suction water passages R1 and R4 while being displaced to the downstream side by L2 from the position of the tip of the partition wall 8
The position of the tip of the first partition wall 1, 3 than the position of the tip of the
It is displaced to the downstream side by 3.

【0016】このような構成であれば、図2の上流側の
水路6から吸水槽5に流入した水は、中央部の吸込水路
R2,R3に対して矢印X1で示すように真直に進入す
る。一方、両側の吸込水路R1,R4に対しては、矢印
X2,X2で示すように斜めに進入することになり、こ
のような進入形態は、流速が高い程顕著になる。
With such a structure, the water flowing into the water absorption tank 5 from the water channel 6 on the upstream side in FIG. 2 enters straight into the suction water channels R2, R3 in the central portion as shown by the arrow X1. . On the other hand, the suction water passages R1 and R4 on both sides enter diagonally as shown by arrows X2 and X2, and such an entry form becomes more remarkable as the flow velocity is higher.

【0017】しかし、各吸込水路R1,R2,R3,R
4における入口の水路幅は、w4、w5で示すように、
従来の入口の水路幅w2(図6参照)よりも大きくなる
ので、各吸込水路R1,R2,R3,R4の入口におい
て流速が急変して高くなるのを抑えることができる。こ
れにより、幅方向両側壁側の吸込水路R1,R4の入口
でのハクリ、つまり第1仕切壁1,3の上流端部および
吸込水路R1,R4に設けた第2仕切壁8の上流端部で
のハクリの発生を抑えることができるので、図5の矢印
x3で示した渦流が発生して水面を局部的に低下させる
ことはない。その結果、水面が波打ち状態になってポン
プP1,P4にエアーEが吸込まれることによって生じ
る不都合の発生を避けることができる。つまり、振動や
騒音などを生じ、延いては揚水遮断の状態を招く不都合
の発生を避けることができる。これにより、揚水可能な
最低水位を低いレベルまで下げてポンプ吸水槽の残存水
量を少なくすることが可能になる。
However, each suction water passage R1, R2, R3, R
The waterway width of the inlet in 4 is, as shown by w4 and w5,
Since it is larger than the conventional inlet water passage width w2 (see FIG. 6), it is possible to prevent the flow velocity from suddenly increasing at the inlets of the suction water passages R1, R2, R3, R4. As a result, peeling at the inlet of the suction water passages R1 and R4 on both side walls in the width direction, that is, the upstream end portion of the first partition walls 1 and 3 and the upstream end portion of the second partition wall 8 provided in the suction water passages R1 and R4. Since it is possible to suppress the occurrence of peeling in the above, it is not possible to locally lower the water surface by generating the vortex shown by the arrow x3 in FIG. As a result, it is possible to avoid the occurrence of inconvenience caused by the fact that the water surface becomes wavy and the air E is sucked into the pumps P1 and P4. In other words, it is possible to avoid the occurrence of inconvenience that causes vibration, noise, and the like, and eventually leads to a state of cutoff of pumping. As a result, it becomes possible to reduce the minimum level of water that can be pumped to a low level and reduce the amount of residual water in the pump water absorption tank.

【0018】前記実施の形態では、4台のポンプP1,
P2,P3,P4が設置され、各ポンプP1,P2,P
3,P4に対応して独立した吸込水路R1,R2,R
3,R4を形成する3つの仕切壁1,2,3が設けられ
たポンプ吸水槽5について説明しているが、請求項記載
の発明は、3台以上のポンプと、これらポンプに対応し
て独立した3つ以上の吸込水路を形成することのできる
仕切壁が設けられているポンプ吸水槽5にも適用でき
る。
In the above embodiment, the four pumps P1,
P2, P3, P4 are installed and each pump P1, P2, P
Independent suction channels R1, R2, R corresponding to P3 and P4
The pump water absorption tank 5 provided with the three partition walls 1, 3 forming R3, R4 has been described, but the invention described in the claims corresponds to three or more pumps and these pumps. It can also be applied to a pump water absorption tank 5 provided with a partition wall capable of forming three or more independent suction water passages.

【0019】また、4台のポンプP1,P2,P3,P
4に対応して独立した吸込水路R1,R2,R3,R4
を形成する3つの第1仕切壁1,2,3が設けられ、各
吸込水路R1,R2,R3,R4に1つの第2仕切壁8
を設けたポンプ吸水槽5について説明しているが、請求
項記載の発明は、3台以上のポンプと、これらポンプに
対応して独立した3つ以上の吸込水路を形成することの
できる仕切壁が設けられ、各吸込水路に1つの第2仕切
壁8を設けたポンプ吸水槽5、あるいは3台以上のポン
プと、これらポンプに対応して独立した3つ以上の吸込
水路を形成することのできる仕切壁が設けられ、各吸込
水路に2つ以上の第2仕切壁8を設けたポンプ吸水槽5
にも適用できる。
Further, four pumps P1, P2, P3, P
4 independent suction water channels R1, R2, R3, R4
Are provided with three first partition walls 1, 2, 3 and one second partition wall 8 is provided for each suction water passage R1, R2, R3, R4.
Although the pump water absorption tank 5 provided with is explained, the invention described in the claims is a partition wall capable of forming three or more pumps and three or more independent suction water channels corresponding to these pumps. Is provided and each suction water channel is provided with one second partition wall 8, or three or more pump water absorption tanks, and three or more independent suction water channels corresponding to these pumps are formed. A pump water absorption tank 5 in which a partition wall that can be formed is provided and two or more second partition walls 8 are provided in each suction water passage
Can also be applied to.

【0020】[0020]

【発明の効果】以上説明したように、請求項1記載の発
明は、各吸込水路における入口の水路幅が大きくなるの
で、各吸込水路の入口において流速が急変して高くなる
のを抑えることができる。これにより、幅方向両側壁側
の吸込水路の入口でのハクリの発生が抑えられる。した
がって、従来のように渦流が発生して水面を局部的に低
下させることはない。その結果、水面が波打ち状態にな
って、ポンプにエアーが吸込まれることによって生じる
不都合の発生を避けることができる。つまり、振動や騒
音などを生じ、延いては揚水遮断の状態を招く不都合の
発生を避けることができるので、揚水可能な最低水位を
低いレベルまで下げてポンプ吸水槽の残存水量を少なく
することが可能になる。
As described above, according to the first aspect of the invention, the width of the inlet of each suction water channel becomes large, so that it is possible to prevent the flow velocity from suddenly increasing at the inlet of each suction water channel. it can. As a result, the occurrence of peeling at the inlet of the suction water passage on both side walls in the width direction is suppressed. Therefore, unlike the conventional case, the eddy current is not generated to locally lower the water surface. As a result, it is possible to avoid the inconvenience caused by the fact that the water surface becomes wavy and the air is sucked into the pump. In other words, it is possible to avoid the occurrence of inconvenience that causes vibration and noise, which eventually leads to the state of pumping interruption, so it is possible to reduce the minimum water level that can be pumped to a low level and reduce the residual water volume in the pump water absorption tank. It will be possible.

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

【図1】本発明の実施の形態を示す横断平面図である。FIG. 1 is a cross-sectional plan view showing an embodiment of the present invention.

【図2】本発明の他の実施の形態を示す横断平面図であ
る。
FIG. 2 is a cross-sectional plan view showing another embodiment of the present invention.

【図3】従来のポンプ吸水槽を示す横断平面図である。FIG. 3 is a cross-sectional plan view showing a conventional pump water absorption tank.

【図4】図3のA−A線断面図である。FIG. 4 is a sectional view taken along line AA of FIG. 3;

【図5】流れのハクリを示す拡大説明図である。FIG. 5 is an enlarged explanatory diagram showing flow separation.

【図6】本発明に対応する従来のポンプ吸水槽を示す横
断平面図である。
FIG. 6 is a cross-sectional plan view showing a conventional pump water absorption tank corresponding to the present invention.

【符号の説明】[Explanation of symbols]

1 第1仕切壁(仕切壁) 2 第1仕切壁(仕切壁) 3 第1仕切壁(仕切壁) 5 ポンプの吸水槽 5A ポンプ吸水槽の幅方向一側壁側 5B ポンプ吸水槽の幅方向他側壁側 8 第2仕切壁(仕切壁) P1 ポンプ P2 ポンプ P3 ポンプ P4 ポンプ R1 吸込水路 R2 吸込水路 R3 吸込水路 R4 吸込水路 1 1st partition wall (partition wall) 2 1st partition wall (partition wall) 3 1st partition wall (partition wall) 5 Pump water absorption tank 5A Pump water absorption tank width direction side wall side 5B Pump water absorption tank width direction etc. Side wall side 8 Second partition wall (partition wall) P1 pump P2 pump P3 pump P4 pump R1 suction water channel R2 suction water channel R3 suction water channel R4 suction water channel

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 3台以上のポンプが設置されるポンプ吸
水槽の各ポンプに対応して独立した吸込水路を形成する
ために複数の仕切壁が設けられたポンプ吸水槽の仕切壁
において、前記仕切壁の先端の位置を前記ポンプ吸水槽
の幅方向中央部から幅方向両側壁側に移行するのに従っ
て下流側に変位させたことを特徴とするポンプ吸水槽の
仕切壁。
1. A partition wall of a pump water absorption tank in which a plurality of partition walls are provided in order to form an independent suction water passage corresponding to each pump of the pump water absorption tank in which three or more pumps are installed, A partition wall for a pump water absorption tank, wherein the position of the tip of the partition wall is displaced to the downstream side as it moves from the central portion in the width direction of the pump water absorption tank to both side walls in the width direction.
JP23444895A 1995-09-12 1995-09-12 Partition wall of pump water absorption tank Expired - Fee Related JP3275199B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23444895A JP3275199B2 (en) 1995-09-12 1995-09-12 Partition wall of pump water absorption tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23444895A JP3275199B2 (en) 1995-09-12 1995-09-12 Partition wall of pump water absorption tank

Publications (2)

Publication Number Publication Date
JPH0979197A true JPH0979197A (en) 1997-03-25
JP3275199B2 JP3275199B2 (en) 2002-04-15

Family

ID=16971166

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23444895A Expired - Fee Related JP3275199B2 (en) 1995-09-12 1995-09-12 Partition wall of pump water absorption tank

Country Status (1)

Country Link
JP (1) JP3275199B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016113786A (en) * 2014-12-12 2016-06-23 三菱重工業株式会社 Water intake facility of plant
CN113356306A (en) * 2021-05-31 2021-09-07 浙江一体环保科技有限公司 Assembled fire-fighting water supply system and water supply method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016113786A (en) * 2014-12-12 2016-06-23 三菱重工業株式会社 Water intake facility of plant
CN113356306A (en) * 2021-05-31 2021-09-07 浙江一体环保科技有限公司 Assembled fire-fighting water supply system and water supply method

Also Published As

Publication number Publication date
JP3275199B2 (en) 2002-04-15

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