JP2002195185A - Vertical shaft pump - Google Patents

Vertical shaft pump

Info

Publication number
JP2002195185A
JP2002195185A JP2000393708A JP2000393708A JP2002195185A JP 2002195185 A JP2002195185 A JP 2002195185A JP 2000393708 A JP2000393708 A JP 2000393708A JP 2000393708 A JP2000393708 A JP 2000393708A JP 2002195185 A JP2002195185 A JP 2002195185A
Authority
JP
Japan
Prior art keywords
discharge
pump
vertical
elbow
height
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
JP2000393708A
Other languages
Japanese (ja)
Other versions
JP4037054B2 (en
Inventor
Nobuhiro Shinomiya
伸浩 四宮
Makoto Yoshino
眞 吉野
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.)
Dengyosha Machine Works Ltd
DMW Corp
Original Assignee
Dengyosha Machine Works Ltd
DMW 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 Dengyosha Machine Works Ltd, DMW Corp filed Critical Dengyosha Machine Works Ltd
Priority to JP2000393708A priority Critical patent/JP4037054B2/en
Publication of JP2002195185A publication Critical patent/JP2002195185A/en
Application granted granted Critical
Publication of JP4037054B2 publication Critical patent/JP4037054B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a vertical shaft pump capable of setting a height of discharge center of a discharge elbow 30 to a low height, arranging a reinforcing member simply, and obtaining desired mechanical strength simply. SOLUTION: In this vertical shaft pump provided with a reduction gear 22 on an external wall of the discharge elbow 30, a cross section of the discharge elbow 30 is formed into a rectangular shape formed by two opposing and vertical side walls 34a, 34a and two curved surfaces crossing the side walls orthogonally using a steel plate, and a curvature radius of a central line of a flow passage on a face parallel with the side walls 34a, 34a is reduced to set the height of discharge center to the low height. Moreover, the reinforcing member is arranged as a rib on the side walls 34a, 34a of the discharge elbow 30 to obtain mechanical strength for supporting a weight of the reduction gear 22 and vertical downward load applied on a rotary shaft by pump operation. The height of discharge center of the discharge elbow 30 is set so that it agrees with a height of discharge center of an existing horizontal shaft pump to install this vertical shaft pump instead of the existing horizontal shaft pump.

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、吐出しエルボの吐
出し中心の高さを低く設定することのできる立軸ポンプ
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vertical shaft pump capable of setting the height of a discharge center of a discharge elbow low.

【0002】[0002]

【従来の技術】排水機場において、排水ポンプとして従
来は横軸ポンプまたは立軸ポンプが適宜に採用されてい
た。これは、従来にあっては、横軸ポンプも立軸ポンプ
もそれぞれ一長一短を有するためである。すなわち、横
軸ポンプにあっては、設置する建屋が一床構造で良く、
建屋は低くて足りるが、始動時には揚水管およびポンプ
ケーシング内に水を充満させる満水操作が必要であり、
この満水操作のために始動までに5〜10分以上の時間
を必要とする。一方、立軸ポンプにあっては、気中運転
も可能であり迅速な始動ができるが、これを設置する建
屋は、2床構造を必要とし、高いものでなければなら
ず、建設費が高額となる。
2. Description of the Related Art In a drainage pump station, a horizontal axis pump or a vertical axis pump has conventionally been appropriately adopted as a drainage pump. This, in the conventional, respectively also the horizontal axis pumps Vertical shaft pump is also because they have merits and demerits. That is, in the case of the horizontal axis pump, the building to be installed may have a one-floor structure,
The building is low enough, but it requires a filling operation to fill the pumping pipe and pump casing at startup.
It takes 5 to 10 minutes or more to start up for the water filling operation. On the other hand, vertical pumps can be operated in the air and can be started quickly, but the building where they are installed requires a two-floor structure, which must be expensive, and the construction cost is high. Become.

【0003】ところが、近年、都市化が進むのに伴い、
多くの雨水などが地面に吸収されずに下水として排水機
場に流入する傾向にある。そこで、降雨により排水機場
の吸込水槽に急激な増水を生じる。この結果、横軸ポン
プが設置される排水機場では、迅速な始動ができずに充
分に機能を果たすことができなくなりつつある。かかる
排水機場にあっては、既存の横軸ポンプを、迅速に始動
できる立軸ポンプに交換する要望が強い。しかし、横軸
ポンプと立軸ポンプでは、上述のごとく、設置に必要と
なる建屋の高さが異なり、建屋までも立て替えなければ
ならなかった。
However, in recent years, with the progress of urbanization,
Much rainwater tends to flow into the drainage station as sewage without being absorbed by the ground. Therefore, the rainfall causes a sudden increase in the suction tank of the drainage pump station. As a result, in the drainage station where the horizontal axis pump is installed, quick start cannot be performed and the function cannot be sufficiently performed. In such a drainage pump station, there is a strong demand to replace the existing horizontal pump with a vertical pump that can be started quickly. However, as described above, the height of the building required for installation is different between the horizontal axis pump and the vertical axis pump, and the building has to be replaced.

【0004】本出願人は、先に特開平11−19379
9号公報に示される立軸ポンプを提案している。これ
は、立軸ポンプの吐出しエルボの外壁に減速装置を付設
し、この減速装置から水平方向に入力駆動軸を突出させ
たものである。入力駆動軸に駆動連結する駆動機と、吐
出しエルボを同じ床に配設することができ、建屋が一床
構造で良く、横軸ポンプと同様のもので良い。
[0004] The present applicant has previously disclosed in Japanese Patent Laid-Open No. 11-19379.
No. 9 proposes a vertical pump. In this device, a speed reducer is provided on the outer wall of a discharge elbow of a vertical shaft pump, and an input drive shaft projects horizontally from the speed reducer. The drive unit that is drivingly connected to the input drive shaft and the discharge elbow can be arranged on the same floor, and the building may have a single-floor structure, and may be the same as the horizontal axis pump.

【0005】そこで、既存の横軸ポンプを立軸ポンプに
交換する際に、上記特開平11−193799号公報で
提案した技術を立軸ポンプに採用するならば、既存の建
屋を用いることができて経済的である。これらの観点か
ら、先に提案にした立軸ポンプで横軸ポンプを置き換え
た一例の構造を図5に示す。図5において、床10より
揚水管12と羽根車ケーシング14および吸込ベル16
が一体的に懸垂配設され、吸込水槽18内に吸込ベル1
6が開口されている。また、揚水管12の上に重ねて配
設された断面円形の吐出しエルボ20の外壁に減速装置
22が付設され、外壁を垂直方向に貫通突出する回転軸
が適宜に減速装置22と駆動連結される。そして、減速
装置22から水平方向に突出される入力駆動軸24に図
示しない駆動機が駆動連結されて床10上に配設され
る。さらに、吐出しエルボ20の吐出し口は、S字短管
26を介して既存の吐出し弁28に連通される。
Therefore, when replacing the existing horizontal shaft pump with a vertical shaft pump, if the technique proposed in the above-mentioned Japanese Patent Application Laid-Open No. H11-193799 is adopted for the vertical shaft pump, the existing building can be used and economical. It is a target. From these viewpoints, FIG. 5 shows an example of a structure in which the horizontal shaft pump is replaced with the previously proposed vertical shaft pump. In FIG. 5, a pump pipe 12, an impeller casing 14, and a suction bell 16
The suction bell 1 is installed integrally in the suction water tank 18.
6 is open. Also, a circular cross section of the discharge and the outer wall to the reduction gear 22 of the elbow 20 disposed on top of riser pipe 12 is attached, the drive connected to the reduction gear 22 as appropriate the rotation axis to protrude through the outer wall in the vertical direction Is done. A drive (not shown) is drive-coupled to an input drive shaft 24 projecting horizontally from the speed reducer 22 and disposed on the floor 10. Further, the discharge port of the discharge elbow 20 is connected to an existing discharge valve 28 via an S-shaped short tube 26.

【0006】[0006]

【発明が解決しようとする課題】一般的に、同じ口径の
立軸ポンプと横軸ポンプでは、吐出し中心の床10から
の高さが相違する。一例として、口径1500mmの立
軸ポンプの吐出し中心の高さは通常1700mm程度で
あるのに対して、口径1500mmの横軸ポンプの吐出
し中心の高さは通常1300mm程度であり、400m
m程度の差が生ずる。そこで、図5に示す構造では、S
字短管26を設けて吐出し中心の高さのずれを吸収せざ
るを得ない。
Generally, a vertical shaft pump and a horizontal shaft pump having the same diameter are different in height from the floor 10 at the discharge center. As an example, the height of the discharge center of a 1500 mm diameter vertical axis pump is usually about 1700 mm, whereas the height of the discharge center of a 1500 mm diameter horizontal axis pump is usually about 1300 mm, and 400 m
A difference of about m occurs. Therefore, in the structure shown in FIG.
It is inevitable to provide a short tube 26 to absorb the deviation in the height of the discharge center.

【0007】立軸ポンプの吐出し中心の高さを、S字短
管26を用いずに横軸ポンプの吐出し中心の高さに一致
させる便法として、吐出しエルボ20の流路の曲率半径
をより小さくできれば良い。しかし、断面円形の筒体を
小さな曲率半径で形成すると、曲げの内側となる外壁を
円滑に湾曲させることができずに、大幅に小さな曲率半
径で形成することが困難である。
The radius of curvature of the flow path of the discharge elbow 20 is used as a convenient way to match the height of the discharge center of the vertical pump with the height of the discharge center of the horizontal pump without using the S-shaped short pipe 26. Should be smaller. However, when a cylindrical body having a circular cross section is formed with a small radius of curvature, it is difficult to form the outer wall inside the bend smoothly, and it is difficult to form the outer wall with a significantly small radius of curvature.

【0008】また、断面円形の吐出しエルボ20を鋼管
で製造するならば、図6に示すごとく、端面を斜めに切
った複数の短いパイプを連結溶接して形成する。流路内
の流れを円滑とするには短い多数のパイプを連接すれば
良いが、それだけパイプの端面を斜めに切断する工程お
よび溶接する工程が多くなり、製造が煩雑となる。ま
た、図6のごとく、3つの数の少ないパイプを連接した
だけのものでは、製造は簡単であるが、流路内の流れが
円滑でない、という不具合を生じる。
If the discharge elbow 20 having a circular cross section is made of a steel pipe, as shown in FIG. 6, a plurality of short pipes whose end faces are obliquely cut are connected and welded. In order to make the flow in the flow path smooth, it is sufficient to connect a large number of short pipes. However, the number of steps of cutting the end face of the pipe obliquely and welding are increased, which complicates the production. Further, as shown in FIG. 6, if only a small number of three pipes are connected, the manufacture is simple, but the flow in the flow path is not smooth.

【0009】さらに、図5に示すごとく、吐出しエルボ
20に減速装置を付設すると、吐出しエルボ20には減
速装置22の重量およびポンプ運転により回転軸に生じ
る垂直下方への荷重が加わる。そこで、かかる重量およ
び荷重に耐え得るように、吐出しエルボ20に補強部材
(図示せず)を設けて機械的強度を大きくする必要があ
る。しかし、吐出しエルボ20は断面円形であって、そ
の外側断面形状も円であり、補強部材をリブなどとして
付設しにくい。
Further, as shown in FIG. 5, when a speed reducer is attached to the discharge elbow 20, the weight of the speed reducer 22 and a vertically downward load generated on the rotating shaft due to the pump operation are applied to the discharge elbow 20. Therefore, in order to withstand such weight and load, it is necessary to provide a reinforcing member (not shown) on the discharge elbow 20 to increase the mechanical strength. However, the discharge elbow 20 has a circular cross-section, and its outer cross-sectional shape is also circular, and it is difficult to attach a reinforcing member as a rib or the like.

【0010】本発明は、上述のごとき従来技術を改善す
べくなされたもので、吐出しエルボの吐出し中心の高さ
を低く設定できる立軸ポンプを提供することを目的とす
る。また、吐出しエルボに補強部材を簡単に付設でき
て、所望の機械的強度に簡単になし得る立軸ポンプを提
供することを目的とする。
The present invention has been made to improve the prior art as described above, and has as its object to provide a vertical shaft pump capable of setting the height of the discharge center of the discharge elbow low. It is another object of the present invention to provide a vertical shaft pump in which a reinforcing member can be easily attached to a discharge elbow so that desired mechanical strength can be easily achieved.

【0011】[0011]

【課題を解決するための手段】かかる目的を達成するた
めに、本発明の立軸ポンプは、吐出しエルボの外壁を垂
直方向に貫通突出する回転軸に減速装置を駆動連結する
とともに該減速装置を前記外壁に付設し、前記減速装置
の入力駆動軸を水平方向に突出する立軸ポンプであっ
て、前記吐出しエルボを対向する2つの垂直な側壁を備
えた断面矩形にするとともに前記側壁と平行な面上の流
路の中心線の曲率半径を小さくして吐出し中心の高さを
低く設定するように構成されている。
In order to achieve the above object, a vertical shaft pump according to the present invention is configured such that a speed reducer is drivingly connected to a rotary shaft that projects vertically through an outer wall of a discharge elbow, and is connected to the speed reducer. A vertical shaft pump attached to the outer wall and horizontally projecting an input drive shaft of the speed reducer, wherein the discharge elbow has a rectangular cross section including two vertical side walls opposed to each other and is parallel to the side walls. The height of the discharge center is set low by reducing the radius of curvature of the center line of the flow path on the surface.

【0012】そして、前記吐出しエルボを上下に分割し
得る2部材を組み合わせて構成しても良い。
The discharge elbow may be constructed by combining two members capable of dividing the discharge elbow into upper and lower parts.

【0013】また、前記吐出しエルボを鋼板を溶接して
構成することもできる。
The discharge elbow may be formed by welding a steel plate.

【0014】さらに、前記吐出しエルボの前記側壁に補
強部材をリブとして配設して、前記減速装置の重量およ
びポンプ運転により前記回転軸に加わる垂直下方への荷
重を支持するための機械的強度を得るように構成するこ
とができる。
Further, a reinforcing member is provided as a rib on the side wall of the discharge elbow, and a mechanical strength for supporting the weight of the speed reducer and a vertically downward load applied to the rotating shaft by a pump operation. Can be obtained.

【0015】そしてさらに、既存の横軸ポンプの吐出し
中心の高さに前記吐出しエルボの吐出し中心の高さが一
致するように設定し、前記横軸ポンプに代えて設置して
も良い。
Further, the height of the discharge center of the discharge elbow may be set to be equal to the height of the discharge center of the existing horizontal axis pump, and may be installed in place of the horizontal axis pump. .

【0016】[0016]

【発明の実施の形態】以下、本発明の第1実施例を図1
ないし図3を参照して説明する。図1は、本発明の立軸
ポンプの全体構造図である。図2は、図1の要部の断面
矩形の吐出しエルボの構造を示す縦断面図である。図3
は、本発明の断面矩形の吐出しエルボの吐出し中心の高
さが、従来の断面円形の吐出しエルボの吐出し中心の高
さと比較して低く設定できることを説明する図であり、
(a)は断面矩形の吐出しエルボを示し、(b)は断面
円形の吐出しエルボを示す。図1ないし図3において、
図5および図6に示す部材と同じまたは均等な部材には
同じ符号を付けて重複する説明を省略する。なお、図2
において、減速装置22内の減速機構の図示は省略され
ている。
FIG. 1 shows a first embodiment of the present invention.
To be described with reference to FIG. FIG. 1 is an overall structural view of a vertical pump according to the present invention. FIG. 2 is a longitudinal sectional view showing a structure of a discharge elbow having a rectangular cross section of a main part of FIG. FIG.
Is a diagram illustrating that the height of the discharge center of a discharge elbow having a rectangular cross section of the present invention can be set lower than the height of the discharge center of a conventional discharge elbow having a circular cross section,
(A) shows a discharge elbow with a rectangular cross section, and (b) shows a discharge elbow with a circular cross section. 1 to 3,
Members that are the same as or equivalent to those shown in FIGS. 5 and 6 are given the same reference numerals, and redundant description is omitted. Note that FIG.
In the figure, the illustration of the speed reduction mechanism in the speed reduction device 22 is omitted.

【0017】図1に示す本発明の立軸ポンプにおいて、
図5に示す従来の立軸ポンプと相違するところは、以下
の構造にある。まず、揚水管12の上に重ねて、断面矩
形の吐出しエルボ30が配設され、その吐出し口が直管
32を介して吐出し弁28に連通される。この断面矩形
の吐出しエルボ30は、矩形エルボ34とその吸込側と
吐出し側にそれぞれ設けられた異形管36,38からな
る。異形管36,38は断面矩形の矩形エルボ34と、
断面円形の揚水管12および直管32を連通させるもの
である。なお、本発明にて、矩形は、4つの角がそれぞ
れ直角である4辺形を意味し、正方形および長方形のい
ずれをも含むものとして使用している。
In the vertical pump according to the present invention shown in FIG.
The difference from the conventional vertical pump shown in FIG. 5 lies in the following structure. First, a discharge elbow 30 having a rectangular cross section is provided so as to overlap with the pumping pipe 12, and the discharge port thereof is connected to the discharge valve 28 through the straight pipe 32. The discharge elbow 30 having a rectangular cross section includes a rectangular elbow 34 and modified pipes 36 and 38 provided on the suction side and the discharge side, respectively. The deformed tubes 36 and 38 have a rectangular elbow 34 having a rectangular cross section,
The water pipe 12 and the straight pipe 32 having a circular cross section are communicated with each other. In the present invention, a rectangle means a quadrilateral in which four corners are each a right angle, and is used as including both a square and a rectangle.

【0018】この矩形エルボ34は、平行に対向する2
つの垂直な側壁34a,34aを備え、この側壁34
a,34aとこれに直交する2つの曲面34bと34c
により断面矩形の流路が形成される。そして、曲率半径
の大きな曲面34bからなる外壁に、減速装置22が適
宜に付設される。そこで、本発明における矩形エルボ3
4は、図3(a)に示すごとく、曲面34b,34cの
曲率半径を任意に設定でき、流路の中心線の曲率半径R
1を任意に設定して吐出し中心の高さC1を適宜に設定
し得る。これに対して、従来の断面円形の吐出しエルボ
20は、図3(b)に示すごとく、流路の中心線の曲率
変形R2を任意に設定できず、これにより吐出し中心の
高さC2を任意に設定できない。これは、断面円形の筒
体を小さな曲率半径で形成すると、曲げの内側となる外
壁が円滑に湾曲させることが困難なためである。そこ
で、例えば従来の断面円形の吐出しエルボ20が、口径
1500mmで吐出し中心の高さが1700mmであっ
たものを、本発明の断面矩形で従来と略同じ断面積を有
する1330mm×1330mmの正方形とした矩形エ
ルボ34では、吐出し中心の高さを1300mmにで
き、従来の横軸ポンプの吐出し中心の高さと一致させ得
る。そこで、図1のごとく、既存の横軸ポンプに代え
て、従来例のごときS字短管26を用いることなしに、
立軸ポンプを設置することができる。
The rectangular elbows 34 are opposed to each other in parallel.
And three vertical side walls 34a, 34a.
a, 34a and two curved surfaces 34b and 34c orthogonal thereto.
Thereby, a channel having a rectangular cross section is formed. Then, the reduction gear 22 is appropriately attached to the outer wall composed of the curved surface 34b having a large radius of curvature. Therefore, the rectangular elbow 3 in the present invention
4, as shown in FIG. 3A, the radius of curvature of the curved surfaces 34 b and 34 c can be set arbitrarily, and the radius of curvature R
1, the height C1 of the ejection center can be set appropriately. On the other hand, in the conventional discharge elbow 20 having a circular cross section, as shown in FIG. 3B, the curvature deformation R2 of the center line of the flow path cannot be arbitrarily set. Cannot be set arbitrarily. This is because, if a cylindrical body having a circular cross section is formed with a small radius of curvature, it is difficult to smoothly curve the outer wall inside the bend. Thus, for example, a conventional discharge elbow 20 having a circular cross-section is 1500 mm in diameter and the height of the discharge center is 1700 mm. In the rectangular elbow 34 described above, the height of the discharge center can be set to 1300 mm, and can match the height of the discharge center of the conventional horizontal axis pump. Therefore, as shown in FIG. 1, instead of using an existing horizontal shaft pump, an S-shaped short tube 26 as in a conventional example is used,
A vertical pump can be installed.

【0019】さらに、本発明の矩形エルボ34は、鋼板
を溶接することによって簡単に製造し得る。これは、図
6に示す従来の鋼管を溶接して製造するものよりも容易
である。しかも、矩形エルボ34にあっては、垂直な側
壁34a,34aを備えており、これらに適宜に補強部
材をリブとして配設すれば、減速装置22の重量および
ポンプ運転により回転軸に生ずる荷重に、充分に耐える
機械的強度を有する構造を容易に得ることができる。
Further, the rectangular elbow 34 of the present invention can be easily manufactured by welding a steel plate. This is easier than manufacturing by welding the conventional steel pipe shown in FIG. In addition, the rectangular elbow 34 has vertical side walls 34a, 34a, and by appropriately arranging a reinforcing member as a rib on these, the load on the rotating shaft due to the weight of the reduction gear 22 and the pump operation is reduced. Thus, a structure having sufficient mechanical strength can be easily obtained.

【0020】なお、図6に示す従来の鋼管を溶接して製
造した吐出しエルボ2にあっては、減速装置22および
ポンプ運転により回転軸に生ずる荷重に耐え得る機械的
強度を得るためには、一例として吐出しエルボ20を囲
むようにして補強部材を組み立てなければならず、単に
吐出しエルボ20の外壁に補強部材を付設するだけでは
足りない。そこで、所望の強度の構造を得るのか煩雑で
あった。
Incidentally, in the discharge elbow 2 manufactured by welding a conventional steel pipe shown in FIG. 6, in order to obtain a mechanical strength capable of withstanding the load generated on the rotating shaft by the operation of the reduction gear 22 and the pump. As an example, the reinforcing member must be assembled so as to surround the discharge elbow 20, and it is not sufficient to simply attach the reinforcing member to the outer wall of the discharge elbow 20. Therefore, it was complicated to obtain a structure having a desired strength.

【0021】次に、本発明の立軸ポンプの第2実施例
を、図4を参照して説明する。図4は、本発明の立軸ポ
ンプの第2実施例の要部の断面矩形の吐出しエルボの分
解斜視図である。
Next, a second embodiment of the vertical pump according to the present invention will be described with reference to FIG. FIG. 4 is an exploded perspective view of a discharge elbow having a rectangular cross section of a main part of a second embodiment of the vertical pump according to the present invention.

【0022】図4において、吐出しエルボ40は、水平
方向のほぼ吐出し中心で上下にエルボ上部分42とエル
ボ下部分44に2分割できるように構成されたものであ
る。そして、エルボ上部分42とエルボ下部分44の分
割面にはフランジが設けられ、組み付けられた状態では
フランジに設けたシール材などで水密的に接合されるよ
うになされる。そして、エルボ上部分42に適宜に減速
装置22が付設される。
In FIG. 4, the discharge elbow 40 is constructed so that it can be divided into an upper elbow portion 42 and an elbow lower portion 44 at the vertical center of the discharge in the horizontal direction. A flange is provided on the divided surface of the elbow upper portion 42 and the elbow lower portion 44, and when assembled, is joined in a water-tight manner with a sealing material or the like provided on the flange. Then, the speed reducer 22 is appropriately attached to the elbow upper portion 42.

【0023】かかる、上下2分割できる吐出しエルボ4
0にあってはそれぞれの部材の重量が軽減でき、立軸ポ
ンプを据え付けおよび分解するために必要となるクレー
ン容量が小さくて足りる。
Such a discharge elbow 4 which can be divided into upper and lower parts.
In the case of 0, the weight of each member can be reduced, and the crane capacity required for installing and disassembling the vertical shaft pump is small.

【0024】なお、上記実施例の説明では、断面矩形の
吐出しエルボ30,40を鋼板で製造するように説明し
ているが、これに限られず、従来と同様に鋳造により製
造しても良いことは勿論である。そして、吐出しエルボ
30,40の流路断面積は、揚水管12や直管32の流
路断面積と必ずしも同じでなくても良く、所望する吐出
し中心の高さが設定できるならば、流路断面積を大きく
しても良く、またその断面形状は正方形に限られず長方
形であっても良い。
In the above embodiment, the discharge elbows 30 and 40 having a rectangular cross section have been described as being manufactured from a steel plate. However, the present invention is not limited to this. Of course. The cross-sectional area of the discharge elbows 30 and 40 does not necessarily have to be the same as the cross-sectional area of the flow passages of the pumping pipe 12 and the straight pipe 32. If a desired height of the discharge center can be set, The cross-sectional area of the flow path may be increased, and the cross-sectional shape is not limited to a square but may be a rectangle.

【0025】[0025]

【発明の効果】以上説明したように、本発明の立軸ポン
プを構成するので、以下のごとき格別な効果を奏する。
As described above, since the vertical shaft pump of the present invention is constituted, the following special effects can be obtained.

【0026】請求項1記載の立軸ポンプにあっては、吐
出しエルボの吐出し中心の高さを、従来の断面円形の吐
出しエルボよりも低く設定できる。
In the vertical pump according to the first aspect, the height of the discharge center of the discharge elbow can be set lower than that of the conventional discharge elbow having a circular cross section.

【0027】請求項2記載の立軸ポンプにあっては、吐
出しエルボを上下に2分割できるようにしたので、据え
付けや分解に必要となるクレーン容量が小さくて足り
る。
In the vertical pump according to the second aspect, since the discharge elbow can be divided into upper and lower parts, the crane capacity required for installation and disassembly is small.

【0028】請求項3記載の立軸ポンプにあっては、吐
出しエルボを鋼板を溶接して製造できるので、簡単な板
金加工機械などを用いて製造でき、少量生産に好適であ
る。
In the vertical pump according to the third aspect, since the discharge elbow can be manufactured by welding a steel plate, the discharge elbow can be manufactured using a simple sheet metal processing machine or the like, which is suitable for small-quantity production.

【0029】請求項4記載の立軸ポンプにあっては、吐
出しエルボの垂直な平面状の側壁などに簡単に補強部材
をリブなどとして配設して機械的強度を大とすることが
でき、減速装置の重量およびポンプ運転による回転軸へ
の荷重に充分に耐える機械的強度が容易に得られる。
In the vertical pump according to the fourth aspect, a reinforcing member can be easily provided as a rib or the like on a vertical flat side wall of the discharge elbow to increase the mechanical strength. The mechanical strength sufficient to withstand the weight of the reduction gear and the load on the rotating shaft due to the pump operation can be easily obtained.

【0030】請求項5記載の立軸ポンプにあっては、断
面矩形の吐出しエルボの吐出し中心の高さを、既存の横
軸ポンプと一致させて設定することで、横軸ポンプに代
えて本発明の立軸ポンプを比較的に経済的に設置するこ
とができる。しかも、従来のごとくS字短管を必要とせ
ず、外観的にも優れたものである。
In the vertical shaft pump according to the fifth aspect, the height of the discharge center of the discharge elbow having a rectangular cross section is set to coincide with the existing horizontal shaft pump, so that the horizontal shaft pump can be replaced. The vertical shaft pump of the present invention can be installed relatively economically. Moreover, unlike the related art, an S-shaped short tube is not required, and the appearance is excellent.

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

【図1】本発明の立軸ポンプの全体構造図である。FIG. 1 is an overall structural view of a vertical pump according to the present invention.

【図2】図1の要部の断面矩形の吐出しエルボの構造を
示す縦断面図である。
FIG. 2 is a longitudinal sectional view showing a structure of a discharge elbow having a rectangular cross section of a main part of FIG. 1;

【図3】本発明の断面矩形の吐出しエルボの吐出し中心
の高さが、従来の断面円形の吐出しエルボの吐出し中心
の高さと比較して低く設定できることを説明する図であ
り、(a)は断面矩形の吐出しエルボを示し、(b)は
断面円形の吐出しエルボを示す。
FIG. 3 is a diagram illustrating that the height of the discharge center of a discharge elbow having a rectangular cross section according to the present invention can be set lower than the height of the discharge center of a conventional discharge elbow having a circular cross section; (A) shows a discharge elbow with a rectangular cross section, and (b) shows a discharge elbow with a circular cross section.

【図4】本発明の立軸ポンプの第2実施例の要部の断面
矩形の吐出しエルボの分解斜視図である。
FIG. 4 is an exploded perspective view of a discharge elbow having a rectangular cross section of a main part of a second embodiment of the vertical pump according to the present invention.

【図5】先に提案した立軸ポンプで、既存の横軸ポンプ
を置き換えた構造図である。
FIG. 5 is a structural view in which an existing horizontal shaft pump is replaced with the previously proposed vertical shaft pump.

【図6】従来の鋼管で吐出しエルボを製造する一例を示
す図である。
FIG. 6 is a view showing an example of manufacturing a discharge elbow by a conventional steel pipe.

【符号の説明】[Explanation of symbols]

10 床 12 揚水管 14 羽根車ケーシング 16 吸込ベル 18 吸込水槽 20,30 吐出しエルボ 22 減速装置 24 入力駆動軸 28 吐出し弁 32 直管 34 矩形エルボ 34a 側壁 34b,34c 曲面 36,38 異形管 DESCRIPTION OF SYMBOLS 10 Floor 12 Pumping pipe 14 Impeller casing 16 Suction bell 18 Suction water tank 20, 30 Discharge elbow 22 Reduction gear 24 Input drive shaft 28 Discharge valve 32 Straight pipe 34 Rectangular elbow 34a Side wall 34b, 34c Curved surface 36, 38 Deformed pipe

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 吐出しエルボの外壁を垂直方向に貫通突
出する回転軸に減速装置を駆動連結するとともに該減速
装置を前記外壁に付設し、前記減速装置の入力駆動軸を
水平方向に突出する立軸ポンプであって、前記吐出しエ
ルボを対向する2つの垂直な側壁を備えた断面矩形にす
るとともに前記側壁と平行な面上の流路の中心線の曲率
半径を小さくして吐出し中心の高さを低く設定するよう
に構成したことを特徴とする立軸ポンプ。
1. A reduction gear is drive-coupled to a rotating shaft that projects vertically through an outer wall of a discharge elbow, and the reduction gear is attached to the outer wall, and an input drive shaft of the reduction gear protrudes in a horizontal direction. A vertical axis pump, wherein the discharge elbow has a rectangular cross section having two vertical walls opposed to each other, and a radius of curvature of a center line of a flow path on a plane parallel to the side wall is reduced to reduce a discharge center. A vertical shaft pump characterized in that the height is set to be low.
【請求項2】 請求項1記載の立軸ポンプにおいて、前
記吐出しエルボを上下に分割し得る2部材を組み合わせ
て構成したことを特徴とする立軸ポンプ。
2. The vertical shaft pump according to claim 1, wherein said discharge elbow is formed by combining two members capable of vertically dividing said discharge elbow.
【請求項3】 請求項1または2記載の立軸ポンプにお
いて、前記吐出しエルボを鋼板を溶接して構成したこと
を特徴とする立軸ポンプ。
3. The vertical pump according to claim 1, wherein the discharge elbow is formed by welding a steel plate.
【請求項4】 請求項3記載の立軸ポンプにおいて、前
記吐出しエルボの前記側壁に補強部材をリブとして配設
して、前記減速装置の重量およびポンプ運転により前記
回転軸に加わる垂直下方への荷重を支持するための機械
的強度を得るように構成したことを特徴とする立軸ポン
プ。
4. The vertical shaft pump according to claim 3, wherein a reinforcing member is provided as a rib on the side wall of the discharge elbow, and the weight is applied to the rotating shaft by the weight of the reduction gear and the pump operation. A vertical shaft pump configured to obtain mechanical strength for supporting a load.
【請求項5】 請求項1ないし4記載のいずれかの立軸
ポンプにおいて、既存の横軸ポンプの吐出し中心の高さ
に前記吐出しエルボの吐出し中心の高さが一致するよう
に設定し、前記横軸ポンプに代えて設置したことを特徴
とする立軸ポンプ。
5. The vertical pump according to claim 1, wherein the height of the discharge center of the discharge elbow coincides with the height of the discharge center of the existing horizontal shaft pump. A vertical shaft pump which is installed in place of the horizontal shaft pump.
JP2000393708A 2000-12-25 2000-12-25 Vertical shaft pump Expired - Lifetime JP4037054B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000393708A JP4037054B2 (en) 2000-12-25 2000-12-25 Vertical shaft pump

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000393708A JP4037054B2 (en) 2000-12-25 2000-12-25 Vertical shaft pump

Publications (2)

Publication Number Publication Date
JP2002195185A true JP2002195185A (en) 2002-07-10
JP4037054B2 JP4037054B2 (en) 2008-01-23

Family

ID=18859453

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000393708A Expired - Lifetime JP4037054B2 (en) 2000-12-25 2000-12-25 Vertical shaft pump

Country Status (1)

Country Link
JP (1) JP4037054B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011179465A (en) * 2010-03-03 2011-09-15 Mitsubishi Heavy Ind Ltd Discharge elbow for vertical shaft pump
JP2013024037A (en) * 2011-07-15 2013-02-04 Dmw Corp Vertical shaft pump
DE102015201611A1 (en) * 2015-01-30 2016-08-04 Ksb Aktiengesellschaft Immersion pump assembly
EP4343152A1 (en) * 2022-09-20 2024-03-27 Wilo Se Vertical turbine pump

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011179465A (en) * 2010-03-03 2011-09-15 Mitsubishi Heavy Ind Ltd Discharge elbow for vertical shaft pump
JP2013024037A (en) * 2011-07-15 2013-02-04 Dmw Corp Vertical shaft pump
DE102015201611A1 (en) * 2015-01-30 2016-08-04 Ksb Aktiengesellschaft Immersion pump assembly
EP4343152A1 (en) * 2022-09-20 2024-03-27 Wilo Se Vertical turbine pump
BE1030893B1 (en) * 2022-09-20 2024-04-15 Wilo Se Vertical turbine pump

Also Published As

Publication number Publication date
JP4037054B2 (en) 2008-01-23

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