JP3082018B2 - Retrofit swivel tank made of reinforced plastic - Google Patents

Retrofit swivel tank made of reinforced plastic

Info

Publication number
JP3082018B2
JP3082018B2 JP07313240A JP31324095A JP3082018B2 JP 3082018 B2 JP3082018 B2 JP 3082018B2 JP 07313240 A JP07313240 A JP 07313240A JP 31324095 A JP31324095 A JP 31324095A JP 3082018 B2 JP3082018 B2 JP 3082018B2
Authority
JP
Japan
Prior art keywords
tank
pump
suction
swirl
mortar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP07313240A
Other languages
Japanese (ja)
Other versions
JPH09151533A (en
Inventor
省一 米村
宜史 山本
武士 村口
岩夫 井元
史郎 中原
直 宮内
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 JP07313240A priority Critical patent/JP3082018B2/en
Publication of JPH09151533A publication Critical patent/JPH09151533A/en
Application granted granted Critical
Publication of JP3082018B2 publication Critical patent/JP3082018B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

Landscapes

  • Sewage (AREA)

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、強化プラスチック
製の後付式予旋回槽に係り、さらに詳しくは、汚水発生
源と下水処理場を結ぶ汚水流下配管系の適所に設置され
るマンホールなどのポンプの吸込水槽の内部において、
その底部に設置される強化プラスチック製の後付け式予
旋回槽に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retrofitted pre-swirl tank made of reinforced plastic, and more particularly, to a manhole or the like installed at an appropriate position in a sewage drainage piping system connecting a sewage generation source and a sewage treatment plant. Inside the suction tank of the pump,
The present invention relates to a retrofitted pre-swirl tank made of reinforced plastic installed at the bottom.

【0002】[0002]

【従来の技術】従来より、図4、図5および図6に示す
ように、汚水発生源と下水処理場を結ぶ汚水流下配管系
の適所に設置されるマンホールなどのポンプの吸込水槽
1の底部1A近くに、FRPなどの強化プラスチックに
よって成形された略円盤状の後付け式予旋回槽2(以
下、単に予旋回槽という)を設置する技術が知られてい
る。この種の予旋回槽2は、一般に、2台のポンプP
1,P2の吸込口3を各別に挿入する1対の予旋回槽2
A,2B、つまり第1予旋回槽2Aと第2予旋回槽2B
が一側偏心位置に所定の幅方向の間隔を有して凹設さ
れ、第1予旋回槽2Aと第2予旋回槽2Bの他側に幅方
向にのびて突設された第1仕切壁4によって、該第1仕
切壁4一側の予旋回槽形成域5と第1仕切壁4の他側に
隣接する予旋回槽非形成域6とに区画され、第1仕切壁
4に直交して予旋回槽形成域5側にのびて第1予旋回槽
2Aと第2予旋回槽2Bを各別に区画する第2仕切壁7
が突設されているとともに、予旋回槽非形成域6と予旋
回槽2Aとを互いに連通させる流入路8および予旋回槽
非形成域6と予旋回槽2Bとを互いに連通させるの流入
路9が形成された構造なっている。また、ポンプP1,
P2の取付部分13、つまり吐出ベンド13を載置固定
する載置座10,10が設けられている。
2. Description of the Related Art Conventionally, as shown in FIGS. 4, 5 and 6, the bottom of a suction water tank 1 of a pump such as a manhole is installed at an appropriate place in a sewage drainage pipe system connecting a sewage generation source and a sewage treatment plant. There is known a technique of installing a substantially disc-shaped retrofitting pre-swirl tank 2 (hereinafter, simply referred to as a pre-swirl tank) near 1A, which is formed of a reinforced plastic such as FRP. This kind of pre-swirling tank 2 generally has two pumps P
A pair of pre-swirl tanks 2 into which suction ports 3 of P1 and P2 are separately inserted.
A, 2B, that is, the first pre-swirl tank 2A and the second pre-swirl tank 2B
Is provided at one side eccentric position with a predetermined width direction interval, and is provided on the other side of the first pre-swirl tank 2A and the second pre-swirl tank 2B so as to extend in the width direction and protrude from the first partition wall. 4 separates a pre-swirling tank forming area 5 on one side of the first partition wall 4 and a pre-swirling tank non-forming area 6 adjacent to the other side of the first partition wall 4. The second pre-swirl tub 2A and the second pre-swirl tub 2B separately from each other to extend to the pre-swirl tub formation area 5 side.
Are provided, and an inflow passage 8 for communicating the pre-swirl tub non-forming area 6 with the pre-swirl tub 2A and an inflow passage 9 for communicating the pre-swirl tub non-forming area 6 with the pre-swirl tub 2B. Is formed. Also, the pump P1,
Mounting portions 10 for mounting and fixing the discharge bend 13 are provided.

【0003】このような構造の予旋回槽2を後付けで底
部に設置したポンプの吸込水槽1では、2台のポンプP
1,P2が交互に運転される。たとえば、第1のポンプ
P1が運転されることにより、吸込水槽1内の汚水は第
1のポンプP1の吸込口3から吸い上げられ、汚水の水
位が予旋回槽2の上端レベル以下まで低下した後は、流
入路8を通って第1の予旋回槽2Aに流入して予旋回し
ながら第1のポンプP1に吸い上げられる。また、第2
のポンプP2が運転されることにより、吸込水槽1内の
汚水は第2のポンプP1の吸込口3から吸い上げられ、
汚水の水位が予旋回槽2の上端レベル以下まで低下した
後は、流入路9を通って第2の予旋回槽2Bに流入して
予旋回しながら第2のポンプP2に吸い上げられること
になる。
In a suction water tank 1 of a pump in which a pre-swirling tank 2 having such a structure is retrofitted and installed at the bottom, two pumps P
1, P2 are operated alternately. For example, by operating the first pump P1, the sewage in the suction water tank 1 is sucked up from the suction port 3 of the first pump P1, and the water level of the sewage drops below the upper end level of the pre-swirl tank 2 Flows into the first pre-swirl tank 2A through the inflow passage 8 and is sucked up by the first pump P1 while pre-swirl. Also, the second
Is operated, the sewage in the suction tank 1 is sucked up from the suction port 3 of the second pump P1,
After the water level of the sewage falls to or below the upper end level of the pre-swirl tub 2, the sewage flows into the second pre-swirl tub 2B through the inflow passage 9 and is sucked up by the second pump P2 while being pre-swirled. .

【0004】ところで、略円盤状の予旋回槽2は、図7
に示すように、載置座10,10をポンプの吸込水槽1
の底部1Aに立設されている架台11に架設して仮固定
したのち、この架設固定状態で図5および図6の予旋回
槽2とポンプの吸込水槽1の周壁1B内面との間に形成
される隙間14、詳しくは、略円盤状の予旋回槽2の一
端側および他端側とポンプの吸込水槽1の周壁1B内面
との間に形成される隙間14,14からポンプの吸込水
槽1の周壁1B内面と底部1Aの上面および予旋回槽2
によって囲まれる空間にモルタルもしくはコンクリート
12を打設して、ポンプの吸込水槽1の底部1A近くに
設置され、打設されモルタルもしくはコンクリート12
の硬化後に、ポンプP1,P2の吐出ベンド13を載置
座10,10に載置して固定する。
[0004] By the way, a substantially disk-shaped pre-swirling tank 2 is shown in FIG.
As shown in the figure, the mounting seats 10, 10 are connected to the suction water tank 1 of the pump.
5 and 6 and is formed between the pre-swirl tub 2 of FIG. 5 and FIG. 6 and the inner surface of the peripheral wall 1B of the suction water tub 1 of the pump in the erected and fixed state. The gap 14 formed between the one end side and the other end side of the substantially disk-shaped pre-swirling tank 2 and the inner surface of the peripheral wall 1B of the suction tank 1 of the pump, specifically the suction tank 1 of the pump. Of inner wall 1B, upper surface of bottom 1A and pre-rotation tank 2
Mortar or concrete 12 is placed in the space surrounded by the mortar or concrete 12 and is placed near the bottom 1A of the suction tank 1 of the pump.
After curing, the discharge bends 13 of the pumps P1 and P2 are mounted on the mounting seats 10 and fixed.

【0005】ところが、予旋回槽2の一端側および他端
側とポンプの吸込水槽1の周壁1B内面との間に形成さ
れる隙間14,14からモルタルもしくはコンクリート
12を打設する方式では、隙間14,14からの距離が
長い予旋回槽2の中央部分、つまり載置座10,10の
付近まで均一に打設する作業が煩雑である。また、空間
に存在する空気の逃げが妨げられて、モルタルもしくは
コンクリート12の打設部分に空気層が残存する虞れも
ある。このため、不均一な打設状態が発生し易い欠点を
有しているとともに、不均一な打設状態を確認すること
ができない難点もある。
However, in a system in which mortar or concrete 12 is cast from gaps 14 formed between one end side and the other end side of the pre-swirling tank 2 and the inner surface of the peripheral wall 1B of the suction water tank 1 of the pump, The operation of uniformly placing the pre-swirl tank 2 at a long distance from the bases 14, 14, that is, the vicinity of the mounting seats 10, 10 is complicated. In addition, escape of the air existing in the space is hindered, and there is a possibility that an air layer may remain in the mortar or the concrete 12 casting portion. For this reason, there is a disadvantage that an uneven driving state is likely to occur, and there is a disadvantage that the uneven driving state cannot be confirmed.

【0006】[0006]

【発明が解決しようとする課題】すなわち、従来の強化
プラスチック製の後付け式予旋回槽では、隙間からの距
離が長い予旋回槽の中央部分まで均一に打設する作業が
煩雑であり、空気の逃げが妨げられて、モルタルもしく
はコンクリートの打設部分に空気層が残存する虞れがあ
るので、不均一な打設状態が発生し易い欠点を有してい
るとともに、不均一な打設状態を確認することができな
い難点もある。そこで、請求項1記載の発明は、簡単な
作業によってモルタルもしくはコンクリートの均一な打
設状態が確保され、空気層の残存を無くすことができる
とともに、打設状態を確認することができるプラスチッ
ク製の後付け式予旋回槽を提供することを目的としたも
のである。
That is, in the conventional retrofitted pre-swirl tank made of reinforced plastic, the work of uniformly casting the center of the pre-swirl tank, which is long from the gap, is complicated, and the air is not easily removed. Escape is hindered, and there is a risk that an air layer may remain in the mortar or concrete casting portion. There are also difficulties that cannot be confirmed. Therefore, according to the invention of claim 1, a uniform operation of mortar or concrete is ensured by a simple operation, the remaining of the air layer can be eliminated, and the operation of the plastic can be confirmed. It is an object of the present invention to provide a retrofitting pre-swirl tank.

【0007】[0007]

【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、複数台のポンプの吸込口を
各別に挿入する複数の予旋回槽が一側偏心位置に所定の
幅方向の間隔を有して凹設され、複数台のポンプ個々の
取付部分が載置される載置座を複数の予旋回槽それぞれ
の近傍に設けた盤状体によってなり、前記載置座をポン
プの吸込水槽の底部に立設されている架台に架設固定し
たのち、架設固定状態で盤状体とポンプの吸込水槽の周
壁内面との間に形成される隙間から該ポンプの吸込水槽
の周壁内面と前記底部の上面および盤状体によって囲ま
れる空間にモルタルもしくはコンクリートを打設してポ
ンプの吸込水槽の底部近くに設置される強化プラスチッ
ク製の後付式予旋回槽において、前記載置座を切欠して
透孔が形成されている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、盤状体によってなる後付式
予旋回槽とポンプの吸込水槽の周壁内面との間に形成さ
れる隙間および載置座を切欠して形成した透孔から、ポ
ンプの吸込水槽の周壁内面と前記底部の上面および盤状
体によって囲まれる空間にモルタルもしくはコンクリー
トを打設することができる。また、前記透孔が空気逃が
し孔として作用するとともに、攪拌機の攪拌棒の挿入孔
として活用して打設作業時にモルタルもしくはコンクリ
ートを攪拌することができる。しかも、透孔はモルタル
もしくはコンクリートの打設状態確認窓としても機能す
る。
In order to achieve the above object, according to the first aspect of the present invention, a plurality of pre-swirl tanks into which suction ports of a plurality of pumps are separately inserted are provided at predetermined eccentric positions on one side. The mounting seat, which is recessed with an interval in the width direction and on which a mounting seat on which a plurality of pump individual mounting portions are mounted is provided in the vicinity of each of the plurality of pre-swirling tanks, Is fixed to a gantry that is erected at the bottom of the suction tank of the pump, and the suction tank of the pump is removed from the gap formed between the plate-shaped body and the inner surface of the peripheral wall of the suction tank of the pump in the fixed state. In a retrofitted pre-swirl tank made of reinforced plastic installed near the bottom of the suction water tank of the pump by casting mortar or concrete in the space surrounded by the inner surface of the peripheral wall, the upper surface of the bottom, and the plate-like body, The seat is cut out to form a through hole In which was characterized by Rukoto. According to the first aspect of the present invention, the gap formed between the retrofitting pre-swirling tank formed of a disk-shaped body and the inner surface of the peripheral wall of the suction water tank of the pump and the through hole formed by cutting out the mounting seat are formed. Mortar or concrete can be poured into the space surrounded by the inner surface of the peripheral wall of the suction tank of the pump, the upper surface of the bottom portion, and the disk-shaped body. In addition, the through hole functions as an air escape hole, and can be used as an insertion hole for a stirring rod of a stirrer to stir mortar or concrete during a casting operation. In addition, the through hole also functions as a window for checking the mortar or concrete casting state.

【0008】[0008]

【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。なお、請求項1記
載の発明の特徴は、載置座を切欠して透孔を形成した構
造であり、その他の構造および作用は図4ないし図6の
従来例と同一であるので、載置座と切欠以外の説明は省
略し、前記従来例と同一部分には同一符号を用いて説明
する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a block diagram showing a first embodiment of the present invention; The feature of the first aspect of the present invention is a structure in which the mounting seat is cut out to form a through hole, and other structures and operations are the same as those of the conventional example shown in FIGS. Descriptions other than the seat and the notch will be omitted, and the same parts as those in the conventional example will be described using the same reference numerals.

【0009】図1および図2において、予旋回槽2の略
中央部に位置している載置座10,10を大きく切欠し
て透孔15が形成されている。したがって、図3のよう
に、載置座10,10をポンプの吸込水槽1の底部1A
に立設されている架台11に架設して仮固定したのち、
この架設固定状態で図1および図2の予旋回槽2の一端
側および他端側の隙間14,14と載置座10,10の
透孔15から、モルタルもしくはコンクリート12を打
設することができる。
In FIGS. 1 and 2, the mounting seats 10, 10 located substantially at the center of the pre-swirling tank 2 are largely cut out to form through holes 15. Therefore, as shown in FIG. 3, the mounting seats 10, 10 are connected to the bottom 1A of the suction water tank 1 of the pump.
After being erected on the gantry 11 and temporarily fixed,
In this fixed state, mortar or concrete 12 can be cast from the gaps 14, 14 at one end and the other end of the pre-swirl tank 2 in FIGS. 1 and 2 and the through holes 15 of the mounting seats 10, 10. it can.

【0010】したがって、ポンプの吸込水槽1の周壁1
B内面と底部1Aの上面および予旋回槽2によって囲ま
れる空間の全域に対して、簡単かつ均一にモルタルもし
くはコンクリート12を打設できる。また、透孔15が
空気の逃がし孔として作用するので、モルタルもしくは
コンクリート12の打設部分に空気層が残存することは
ない。しかも、透孔15を攪拌機(図示省略)の攪拌棒
の挿入孔として活用して打設時にモルタルもしくはコン
クリート12を攪拌することができるので、均一な打設
を確実に行うことができる。さらに、モルタルもしくは
コンクリート12の打設状態を透孔15から確認するこ
とができる。つまり、透孔15はモルタルもしくはコン
クリート12の打設状態確認窓としても機能する。
Therefore, the peripheral wall 1 of the suction water tank 1 of the pump
The mortar or concrete 12 can be easily and uniformly poured over the entire area surrounded by the inner surface B, the upper surface of the bottom 1A, and the pre-rotation tank 2. Further, since the through hole 15 functions as an air escape hole, an air layer does not remain in the mortar or concrete 12 casting portion. In addition, the mortar or concrete 12 can be stirred at the time of casting by using the through hole 15 as an insertion hole of a stirring rod of a stirrer (not shown), so that uniform casting can be reliably performed. Further, the state of the mortar or concrete 12 can be confirmed from the through holes 15. That is, the through hole 15 also functions as a window for confirming the mortar or concrete 12 placement state.

【0011】前記実施の形態では、単一成形の予旋回槽
2を使用して説明したいるが、たとえば、第2仕切壁7
の上面7Aおよび該上面7Aの延長線上の領域を分割部
として左右に2分割したものを一体に結合した予旋回槽
2にも適用できる。
In the above-described embodiment, the description has been made using the pre-swirl tank 2 of a single molding.
The present invention can also be applied to the pre-swirl tank 2 in which the upper surface 7A and the region on the extension of the upper surface 7A are divided into two parts, and the two parts are integrally joined.

【0012】[0012]

【発明の効果】以上説明したように、請求項1記載の発
明は、盤状体とポンプの吸込水槽の周壁内面との間に形
成される隙間および載置座を切欠して形成した透孔から
モルタルもしくはコンクリートを打設することができる
ので、ポンプの吸込水槽の周壁内面と底部の上面および
予旋回槽によって囲まれる空間の全域に対して、簡単か
つ均一にモルタルもしくはコンクリートを打設できる。
また、透孔が空気逃がし孔として作用するので、モルタ
ルもしくはコンクリートの打設部分に空気層が残存する
ことはない。しかも、透孔を攪拌機の攪拌棒の挿入孔と
して活用して打設時にモルタルもしくはコンクリートを
攪拌することができるので、均一な打設を確実に行うこ
とができる。さらに、モルタルもしくはコンクリートの
打設状態を透孔から確認することもできる。
As described above, according to the first aspect of the present invention, the gap formed between the disk-shaped body and the inner surface of the peripheral wall of the suction tank of the pump and the through hole formed by cutting out the mounting seat are provided. Mortar or concrete can be cast from the inside of the pump, so that mortar or concrete can be easily and uniformly poured over the inner surface of the peripheral wall of the suction tank of the pump, the upper surface of the bottom portion, and the entire space surrounded by the pre-swirling tank.
Further, since the through holes function as air release holes, no air layer remains in the mortar or concrete casting portion. In addition, since the mortar or concrete can be stirred at the time of casting by using the through hole as an insertion hole of the stirring rod of the stirrer, uniform casting can be reliably performed. Further, the state of the mortar or concrete can be confirmed from the through holes.

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

【図1】請求項1記載の発明の一実施の形態を示す斜視
図である。
FIG. 1 is a perspective view showing one embodiment of the invention described in claim 1;

【図2】図1の平面図である。FIG. 2 is a plan view of FIG.

【図3】予旋回槽の架設固定状態を示す拡大断面図であ
る。
FIG. 3 is an enlarged cross-sectional view showing a state in which a pre-swirl tank is erected and fixed.

【図4】後付け式予旋回槽の斜視図である。FIG. 4 is a perspective view of a retrofit pre-swirl tank.

【図5】後付け式予旋回槽の平面図である。FIG. 5 is a plan view of a retrofit pre-swirl tank.

【図6】後付け式予旋回槽をポンプ吸込水槽内に設置し
た状態を示す縦断面図である。
FIG. 6 is a longitudinal sectional view showing a state in which a retrofit type pre-swirl tank is installed in a pump suction water tank.

【図7】従来の予旋回槽の架設固定状態を示す拡大断面
図である。
FIG. 7 is an enlarged sectional view showing a conventional pre-swirl tank installed and fixed.

【符号の説明】[Explanation of symbols]

1 ポンプの吸込水槽 1A ポンプの吸込水槽の底部 1B ポンプの吸込水槽の周壁 2 後付け式予旋回槽(盤状体) 2A 第1予旋回槽 2B 第2予旋回槽 3 ポンプの吸込口 10 載置座 11 架台 12 モルタルもしくはコンクリート 13 ポンプの吐出ヘッド(ポンプの取付部分) 14 隙間 15 透孔 P1 ポンプ P2 ポンプ DESCRIPTION OF SYMBOLS 1 Pump suction water tank 1A Bottom part of pump suction water tank 1B Peripheral wall of pump suction water tank 2 Retrofit type pre-rotation tank (board-like body) 2A 1st pre-rotation tank 2B 2nd pre-rotation tank 3 Pump suction port 10 Seat 11 Stand 12 Mortar or concrete 13 Pump discharge head (pump mounting part) 14 Gap 15 Through hole P1 Pump P2 Pump

───────────────────────────────────────────────────── フロントページの続き (72)発明者 井元 岩夫 大阪府枚方市中宮大池1丁目1番1号 株式会社クボタ枚方製造所内 (72)発明者 中原 史郎 大阪府枚方市中宮大池1丁目1番1号 株式会社クボタ枚方製造所内 (72)発明者 宮内 直 大阪府枚方市中宮大池1丁目1番1号 株式会社クボタ枚方製造所内 (56)参考文献 特開 平6−280300(JP,A) (58)調査した分野(Int.Cl.7,DB名) E03F 1/00 - 11/00 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Iwao Imoto 1-1-1 Nakamiya Oike, Hirakata City, Osaka Prefecture Inside Kubota Hirakata Plant Co., Ltd. (72) Inventor Shiro Nakahara 1-1-1 Nakamiya Oike, Hirakata City, Osaka Prefecture No. Kubota Hirakata Factory Co., Ltd. (72) Nao Miyauchi 1-1-1, Nakamiya Oike, Hirakata City, Osaka Prefecture Kubota Hirakata Factory Co., Ltd. (56) References JP-A-6-280300 (JP, A) (58) ) Surveyed field (Int.Cl. 7 , DB name) E03F 1/00-11/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 複数台のポンプの吸込口を各別に挿入す
る複数の予旋回槽が一側偏心位置に所定の幅方向の間隔
を有して凹設され、複数台のポンプ個々の取付部分が載
置される載置座を複数の予旋回槽それぞれの近傍に設け
た盤状体によってなり、前記載置座をポンプの吸込水槽
の底部に立設されている架台に架設固定したのち、架設
固定状態で盤状体とポンプの吸込水槽の周壁内面との間
に形成される隙間から該ポンプの吸込水槽の周壁内面と
前記底部の上面および盤状体によって囲まれる空間にモ
ルタルもしくはコンクリートを打設してポンプの吸込水
槽の底部近くに設置される強化プラスチック製の後付式
予旋回槽において、前記載置座を切欠して透孔が形成さ
れていることを特徴とする強化プラスチック製の後付け
式予旋回槽。
1. A plurality of pre-swirling tanks into which suction ports of a plurality of pumps are separately inserted are recessed at one side eccentric position with a predetermined width direction interval, and mounting portions of the plurality of pumps are individually mounted. After the mounting seat on which the mounting seat is mounted is formed of a plate-like body provided in the vicinity of each of the plurality of pre-swirling tanks, and the mounting seat described above is fixedly mounted on a gantry that is erected at the bottom of the suction water tank of the pump, The mortar or concrete is filled into the space surrounded by the inner surface of the peripheral wall of the suction water tank of the pump, the upper surface of the bottom part, and the disk-shaped body through a gap formed between the plate-like body and the inner peripheral surface of the suction water tank of the pump in the fixed state. In a retrofitted pre-revolving tank made of reinforced plastic which is cast and installed near the bottom of the suction tank of the pump, a through hole is formed by notching the seat described above. A retro-rotating pre-swirling tank.
JP07313240A 1995-11-30 1995-11-30 Retrofit swivel tank made of reinforced plastic Expired - Lifetime JP3082018B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07313240A JP3082018B2 (en) 1995-11-30 1995-11-30 Retrofit swivel tank made of reinforced plastic

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07313240A JP3082018B2 (en) 1995-11-30 1995-11-30 Retrofit swivel tank made of reinforced plastic

Publications (2)

Publication Number Publication Date
JPH09151533A JPH09151533A (en) 1997-06-10
JP3082018B2 true JP3082018B2 (en) 2000-08-28

Family

ID=18038811

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07313240A Expired - Lifetime JP3082018B2 (en) 1995-11-30 1995-11-30 Retrofit swivel tank made of reinforced plastic

Country Status (1)

Country Link
JP (1) JP3082018B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5041921B2 (en) * 2007-08-28 2012-10-03 株式会社荏原製作所 Drainage pump equipment

Also Published As

Publication number Publication date
JPH09151533A (en) 1997-06-10

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