JPH0978679A - Suction water tank of pump - Google Patents

Suction water tank of pump

Info

Publication number
JPH0978679A
JPH0978679A JP23294195A JP23294195A JPH0978679A JP H0978679 A JPH0978679 A JP H0978679A JP 23294195 A JP23294195 A JP 23294195A JP 23294195 A JP23294195 A JP 23294195A JP H0978679 A JPH0978679 A JP H0978679A
Authority
JP
Japan
Prior art keywords
pump
tank
water tank
scum
sewage
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.)
Pending
Application number
JP23294195A
Other languages
Japanese (ja)
Inventor
Shoichi Yonemura
省一 米村
Sunao Miyauchi
直 宮内
Yoshifumi Yamamoto
宜史 山本
Tarou Shinasue
太郎 品末
Yasuhiro Onishi
泰弘 大西
Koji Kibe
浩二 木部
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 JP23294195A priority Critical patent/JPH0978679A/en
Publication of JPH0978679A publication Critical patent/JPH0978679A/en
Pending legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent the adherence and accumulation of scum at least on the bottom in a region where preliminary rotating tank is not formed of a suction water tank of pumps. SOLUTION: A first preliminary rotating tank 2 and a second preliminary rotating tank 3 inserting air inlets 1 of two pumps P1 and P2 separately in them are recessed in the bottom at a specific width interval W. A first inflow channel 13 and a second inflow channel 14 leading soil water to a pair of preliminary rotating tanks 2 and 2 are provided to the bottom and, at the same time, a fluororesin layer 18 is formed on the reinforced plastics cover surface forming the bottom surface 10 of the bottom.

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、ポンプの吸込水槽
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ポンプの吸込水槽に
おいて、スカムが水槽内に残留して底面に堆積するのを
防止できるようにしたポンプの吸込水槽に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a suction water tank of a pump, and more particularly, to a suction water tank of a pump installed at an appropriate position of a sewage flow-down piping system connecting a sewage source to a sewage treatment plant, in which a scum is inside the water tank. The present invention relates to a suction water tank of a pump capable of preventing the residual water from accumulating on the bottom surface and accumulating on the bottom surface.

【0002】[0002]

【従来の技術】従来より、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ポンプの吸込水槽
として、特開平6−280300号公報に記載の技術が
提案されている。この種のポンプの吸込水槽は、図7に
示すように、2台のポンプP1,P2の吸込口1を各別
に挿入する1対の予旋回槽2,3、つまり第1予旋回槽
2と第2予旋回槽3が吸込水槽4における底部5の一側
偏心位置に所定の幅間隔Wを有して凹設され、これら第
1予旋回槽2と第2予旋回槽3の他側に幅方向(XーX
方向)にのびて底面10に突設された第1仕切壁6によ
って、該第1仕切壁6一側の予旋回槽形成域7と第1仕
切壁6他側に隣接する予旋回槽非形成域8とに区画さ
れ、第1仕切壁6に直交するYーY方向で予旋回槽形成
域7側にのびて第1予旋回槽2と第2予旋回槽3を各別
に区画する第2仕切壁9が底面10に突設されている。
2. Description of the Related Art Hitherto, as a suction water tank of a pump installed at a proper position of a wastewater flow-down piping system connecting a wastewater generation source and a sewage treatment plant, a technique described in JP-A-6-280300 has been proposed. As shown in FIG. 7, the suction water tank of this type of pump includes a pair of pre-swirl tanks 2 and 3 into which the suction ports 1 of the two pumps P1 and P2 are separately inserted, that is, a first pre-swirl tank 2. The second pre-swirl tank 3 is recessed at an eccentric position on one side of the bottom portion 5 of the suction water tank 4 with a predetermined width interval W, and on the other side of the first pre-swirl tank 2 and the second pre-swirl tank 3. Width direction (XX
Direction) by the first partition wall 6 protruding from the bottom surface 10 to form a pre-swirl tank forming area 7 on one side of the first partition wall 6 and a pre-swirl tank not adjacent to the other side of the first partition wall 6 The second pre-swirl tank 2 and the second pre-swirl tank 3 are divided into areas 8 and extend to the pre-swirling tank formation area 7 side in the YY direction orthogonal to the first partition wall 6 A partition wall 9 is provided on the bottom surface 10 so as to project.

【0003】また、第1仕切壁6と第2仕切壁9との交
差部の一方側近傍を切欠して第1流入口11が形成さ
れ、第1仕切壁6の他方側端部を切欠して第2流入口1
2が形成されている。そして、第1流入口11と一方の
予旋回槽2が予旋回槽形成域7の底部5に設けられ、か
つ予旋回槽2に吸込口1を挿入したポンプP1の回転方
向R1に対応する接線方向で連なる第1流入路13を介
して互いに連通しているとともに、第2流入口12と他
方の予旋回槽3が予旋回槽形成域7の底部5に設けら
れ、かつ予旋回槽3に吸込口1を挿入したポンプP2の
回転方向R2に対応する接線方向で連なる第2流入路1
4を介して互いに連通した構造になっている。
Further, a first inflow port 11 is formed by cutting out the vicinity of one side of the intersection of the first partition wall 6 and the second partition wall 9, and a notch is formed at the other end of the first partition wall 6. 2nd inlet 1
2 is formed. The first inflow port 11 and one of the pre-swirl tanks 2 are provided in the bottom portion 5 of the pre-swirl tank formation area 7, and the tangent line corresponding to the rotation direction R1 of the pump P1 in which the suction port 1 is inserted in the pre-swirl tank 2 Are communicated with each other via first inflow passages 13 which are continuous in the direction, and the second inlet 12 and the other pre-swirl tank 3 are provided in the bottom portion 5 of the pre-swirl tank forming area 7 and The second inflow passage 1 connected in a tangential direction corresponding to the rotation direction R2 of the pump P2 into which the suction port 1 is inserted.
It has a structure in which they are communicated with each other through 4.

【0004】このような構造のポンプの吸込水槽では、
2台のポンプP1,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4内の汚水は第1のポンプP1の吸込口1から吸い上
げられ、汚水の水位が所定のレベル以下まで低下した後
は、第1流入路13を通って第1の予旋回槽2に流入し
て旋回しながら第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4内の汚水は第2のポンプP1の吸込口1から吸い上
げられ、汚水の水位が所定のレベル以下まで低下した後
は、第2流入路14を通って第2の予旋回槽3に流入し
て旋回しながら第2のポンプP2に吸い上げられること
になる。
In the suction water tank of a pump having such a structure,
The two pumps P1 and P2 are operated alternately. For example, by operating the first pump P1, the dirty water in the suction water tank 4 is sucked up from the suction port 1 of the first pump P1, and after the water level of the dirty water falls below a predetermined level, It flows into the first pre-rotation tank 2 through the inflow passage 13 and is swirled up by the first pump P1 while swirling. Further, by operating the second pump P2, the dirty water in the suction water tank 4 is sucked up from the suction port 1 of the second pump P1, and after the water level of the dirty water drops below a predetermined level, It flows into the second pre-rotation tank 3 through the inflow passage 14 and is swirled up by the second pump P2 while swirling.

【0005】ところが、第1流入口11および第2流入
口12を吸込水槽4の幅方向(XーX方向)に離間させ
て形成し、かつ第1流入口11は第1仕切壁6と第2仕
切壁9との交差部の一方側近傍を切欠して形成されてい
るので、予旋回槽非形成域8における斜線で示す第1流
入口11の一方側の領域に汚水の澱み部Sが生じる。そ
の結果、澱み部Sの水面に浮遊しているスカムは、汚水
の水位が前記所定のレベル以下まで低下した後に予旋回
槽非形成域8の底面10上に残留して堆積する欠点を有
しているとともに、一旦堆積すると、洗浄水による除去
作業がきわめて困難である欠点もある。
However, the first inflow port 11 and the second inflow port 12 are formed so as to be separated in the width direction (XX direction) of the suction water tank 4, and the first inflow port 11 and the first partition wall 6 and the first partition wall 6 are separated from each other. Since it is formed by cutting out the vicinity of one side of the intersection with the second partition wall 9, the sewage stagnation portion S is formed in the area on one side of the first inlet 11 indicated by the diagonal lines in the pre-swirling tank non-forming area 8. Occurs. As a result, the scum floating on the water surface of the stagnation part S has a drawback that it remains and accumulates on the bottom surface 10 of the pre-swirl tank non-forming area 8 after the water level of the sewage drops below the predetermined level. In addition, there is a drawback in that once it is deposited, it is extremely difficult to remove it with cleaning water.

【0006】そこで、図5および図6に示すように、第
1仕切壁6の一端部と吸込水槽4の周壁4Aの内面およ
び第1仕切壁6の他端部と吸込水槽4の周壁4Aの内面
の間に第1流入口11と第2流入口12を形成し、第1
流入口11と第1予旋回槽2を予旋回槽形成域7の底部
5に設けた第1流入路13を介して互いに連通させ、第
2流入口12と第2予旋回槽を予旋回槽形成域7の底部
5に設けた第2流入路14を介して互いに連通させた構
造のポンプの吸込水槽が考えられる。
Therefore, as shown in FIGS. 5 and 6, one end portion of the first partition wall 6 and the inner surface of the peripheral wall 4A of the suction water tank 4 and the other end portion of the first partition wall 6 and the peripheral wall 4A of the suction water tank 4 are formed. A first inlet 11 and a second inlet 12 are formed between the inner surfaces,
The inflow port 11 and the first pre-swirl tank 2 are communicated with each other via a first inflow passage 13 provided in the bottom portion 5 of the pre-swirl tank forming region 7, and the second inflow port 12 and the second pre-swirl tank are connected to each other. A suction water tank of a pump having a structure in which they are communicated with each other via a second inflow passage 14 provided in the bottom portion 5 of the formation region 7 is conceivable.

【0007】このように構成されたポンプの吸込水槽に
よれば、吸込水槽4内の汚水の水位が第1仕切壁6の上
端レベルを超えているHWLの状態で第1のポンプP1
または第2のポンプP2を運転することにより、運転さ
れているポンプP1またはP2によって汚水を吸い上げ
ることができる。この場合、汚水は吸込水槽4内におい
て第1のポンプP1および第2のポンプP2の回転方向
R1,R2と同じ向きに高速旋回し、汚水の水面に浮遊
しているスカムも高速旋回流に乗って旋回する。したが
って、吸込水槽4内に汚水およびスカムの澱み部が生じ
ることはない。
According to the suction water tank of the pump constructed as described above, the first pump P1 is operated in the state of HWL in which the water level of the dirty water in the suction water tank 4 exceeds the upper end level of the first partition wall 6.
Alternatively, by operating the second pump P2, sewage can be sucked up by the operating pump P1 or P2. In this case, the sewage swirls at high speed in the suction water tank 4 in the same direction as the rotation directions R1 and R2 of the first pump P1 and the second pump P2, and the scum floating on the surface of the sewage also rides on the swirling flow. And turn. Therefore, sewage and scum stagnation do not occur in the suction water tank 4.

【0008】第1のポンプP1もしくは第2のポンプP
2の運転によって、吸込水槽4内の汚水の水位が第1仕
切壁6の上端のレベルWLの近くまで低下することによ
り、汚水の水面に浮遊しているスカムの一部は汚水とと
もに運転されているポンプP1またはP2に吸い上げら
れる。
The first pump P1 or the second pump P
By the operation of 2, the water level of the sewage in the suction water tank 4 is lowered to near the level WL at the upper end of the first partition wall 6, so that part of the scum floating on the surface of the sewage is operated together with the sewage. It is sucked up by the existing pump P1 or P2.

【0009】汚水の水位が第1仕切壁6の上端のレベル
WL近くから第1仕切壁の上端レベルWLまで低下する
のに伴って、汚水とともにポンプに吸い上げられるスカ
ムの割合が漸次大きくなっていく。
As the level of the sewage decreases from near the level WL at the upper end of the first partition wall 6 to the upper level WL of the first partition wall, the proportion of scum sucked up by the pump along with the sewage gradually increases. .

【0010】汚水の水位が第1仕切壁6の上端のレベル
WL以下で、かつ予旋回槽非形成域8の底面10との境
界部16のレベルLWL以上の領域では、汚水とスカム
は運転されているポンプP1またはP2に対応する第1
流入口11と第1流入路13あるいは第2流入口12と
第2流入路14を通って、運転されているポンプP1ま
たはP2に吸い上げられ、運転されているポンプP1側
の第1予旋回槽2またはP2側の第2予旋回槽3の水位
低下によって、運転されていないポンプ側の予旋回槽に
おけるWLとLWLの領域の汚水は、運転されていない
ポンプに対応する第1流入路13と第1流入口11ある
いは第2流入路14と第1流入口12を逆流し、第1仕
切壁6の外側、つまり予旋回槽非形成域8を通って運転
されているポンプP1またはP2に吸い上げられる。こ
のため、いずれのポンプP1,P2が運転された場合で
も、予旋回槽非形成域8の底面10上に汚水およびスカ
ムの澱み部が生じることはないので、スカムが残留して
堆積するのを防止することができる。
In the region where the water level of the sewage is below the level WL at the upper end of the first partition wall 6 and above the level LWL at the boundary portion 16 with the bottom surface 10 of the pre-swirl tank non-forming region 8, the sewage and scum are operated. First corresponding to the pump P1 or P2
The first pre-turning tank on the side of the pump P1 being sucked up by the pump P1 or P2 being operated through the inflow port 11 and the first inflow passage 13 or the second inflow port 12 and the second inflow passage 14 Due to the water level drop of the second pre-swirl tank 3 on the 2 or P2 side, sewage in the WL and LWL regions of the pre-swirl tank on the pump side that is not operating becomes the first inflow path 13 corresponding to the pump that is not operating. The first inflow port 11 or the second inflow passage 14 and the first inflow port 12 are reversely flown, and sucked up by the pump P1 or P2 operating through the outside of the first partition wall 6, that is, the pre-swirling tank non-forming area 8. To be Therefore, sewage and scum stagnation do not occur on the bottom surface 10 of the pre-swirl tank non-forming area 8 regardless of which pump P1 or P2 is operated, so scum remains and accumulates. Can be prevented.

【0011】しかし、汚水の水流のみに依存してスカム
を流下させるようにしているので、粘着力の大きいスカ
ムの場合には、吸込水槽4の内面および底面10、特
に、予旋回槽非形成域8の底面10に付着して堆積する
ことが懸念される。
However, since the scum is made to flow down depending only on the flow of the sewage, in the case of a scum having a large adhesive force, the inner surface and the bottom surface 10 of the suction water tank 4, especially the pre-swirl tank non-forming area. There is a concern that it will adhere to the bottom surface 10 of the No. 8 and be deposited.

【0012】[0012]

【発明が解決しようとする課題】すなわち、従来のポン
プの吸込水槽では、予旋回槽非形成域における一部の領
域に汚水の澱み部が生じ、澱み部の水面に浮遊している
スカムは、汚水の水位が前記所定のレベル以下まで低下
した後に予旋回槽非形成域の底面上に残留して堆積する
欠点を有しているとともに、一旦堆積すると、洗浄水に
よる除去作業がきわめて困難な欠点もある。また、澱み
部が生じないように構成しても、粘着力の大きいスカム
であれば、吸込水槽の内面および底面、特に、予旋回槽
非形成域の底面に付着して堆積する虞れを有している。
そこで、請求項1記載の発明は、予旋回槽非形成域に汚
水の澱み部が生じる構成、あるいは澱み部が生じないよ
うに工夫した構成の如何を問わず、吸込水槽の内面およ
び底面、特に、予旋回槽非形成域の底面にスカムが付着
して堆積するのを防止することができるポンプの吸込水
槽を提供することを目的としたものである。
That is, in the suction water tank of the conventional pump, the scum floating in the water surface of the stagnation part is caused by the stagnation part of the sewage in a part of the pre-swirling tank non-forming area. It has the drawback of remaining and depositing on the bottom of the pre-swirl tank non-forming area after the water level of the sewage has dropped below the specified level, and once it is deposited, it is extremely difficult to remove it with cleaning water. There is also. Even if the slump is not generated, if the scum has a large adhesive force, there is a risk that the scum adheres to and accumulates on the inner and bottom surfaces of the suction water tank, especially the bottom surface of the pre-swirling tank non-forming area. are doing.
Therefore, in the invention according to claim 1, regardless of whether the sewage stagnation part is formed in the pre-swirling tank non-forming area or the device is devised so as not to form the stagnation part, the inner surface and the bottom surface of the suction water tank, particularly An object of the present invention is to provide a suction water tank of a pump capable of preventing scum from adhering to and depositing on the bottom surface of the pre-swirling tank non-forming area.

【0013】[0013]

【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、2台のポンプの吸込口を各
別に挿入する1対の予旋回槽が底部に所定の幅間隔を有
して凹設され、これら1対の予旋回槽に汚水を導く第1
流入路と第21流入路が底部に設けられたポンプの吸込
水槽において、少なくとも前記底部の表面にフッ素樹脂
層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、フッ素樹脂層の撥水性とポン
プの吸込水槽内での汚水の流動との相乗作用により、吸
込水槽の少なくとも底部に対するスカムの付着堆積を防
止することができる。
In order to achieve the above-mentioned object, the invention according to claim 1 has a pair of pre-swirl tanks into which the suction ports of two pumps are inserted separately at a predetermined width interval. 1) which is provided with a groove and which guides the wastewater to the pair of pre-turning tanks.
In a suction water tank of a pump having an inflow passage and a twenty-first inflow passage provided at the bottom, a fluororesin layer is formed on at least the surface of the bottom. According to the first aspect of the present invention, the synergistic action of the water repellency of the fluororesin layer and the flow of dirty water in the suction water tank of the pump can prevent the scum from adhering and depositing on at least the bottom of the suction water tank.

【0014】[0014]

【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は平面図、図
2は図1におけるA−A線断面である。なお、図7の従
来例および図5、図6の比較例と同一もしくは相当部分
には同一付符号を付して説明する。図1および図2にお
いて、2台のポンプP1,P2の吸込口1を各別に挿入
する1対の予旋回槽2,3、つまり第1予旋回槽2と第
2予旋回槽3が吸込水槽4における底部5の一側偏心位
置に所定の幅間隔Wを有して凹設されている。これら第
1予旋回槽2と第2予旋回槽3の他側に幅方向(XーX
方向)にのびて底面10に突設された第1仕切壁6によ
って、該第1仕切壁6一側の予旋回槽形成域7と第1仕
切壁6他側に隣接する予旋回槽非形成域8とに区画さ
れ、第1仕切壁6に直交するYーY方向で予旋回槽形成
域7側にのびて第1予旋回槽2と第2予旋回槽3を各別
に区画する第2仕切壁9が底面10に突設されている。
これら第1仕切壁6および第2仕切壁9の上端は、予旋
回槽非形成域8の底面10と吸込水槽4の周壁4Aとの
境界部15と同じ高さに設定されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the invention described in claim 1 will be described below with reference to the drawings. 1 is a plan view, and FIG. 2 is a cross section taken along the line AA in FIG. The same or corresponding parts as those of the conventional example of FIG. 7 and the comparative examples of FIGS. 1 and 2, a pair of pre-swirl tanks 2 and 3 into which the suction ports 1 of the two pumps P1 and P2 are separately inserted, that is, the first pre-swirl tank 2 and the second pre-swirl tank 3 are suction water tanks. 4 is recessed at an eccentric position on one side of the bottom portion 5 with a predetermined width interval W. On the other side of the first pre-swirl tank 2 and the second pre-swirl tank 3, the width direction (XX)
Direction) and a first partition wall 6 protruding from the bottom surface 10 to form a pre-swirl tank forming region 7 on one side of the first partition wall 6 and a pre-swirl tank not adjacent to the other side of the first partition wall 6 The second pre-swirl tank 2 and the second pre-swirl tank 3 are divided into areas 8 and extend to the pre-swirling tank formation area 7 side in the YY direction orthogonal to the first partition wall 6 A partition wall 9 is provided on the bottom surface 10 so as to project.
The upper ends of the first partition wall 6 and the second partition wall 9 are set at the same height as the boundary portion 15 between the bottom surface 10 of the pre-swirling tank non-forming area 8 and the peripheral wall 4A of the suction water tank 4.

【0015】第1仕切壁6の一端部と吸込水槽4の周壁
4Aの内面の間と、第1仕切壁6の他端部と吸込水槽4
の周壁4Aの内面の間に第1流入口11と第2流入口1
2が形成されており、第1流入口11と第1予旋回槽2
は吸込口1を挿入したポンプP1の回転方向R1に対応
する接線方向で連なる第1流入路13を介して互いに連
通している。また、第1流入口12と第1予旋回槽3は
吸込口1を挿入したポンプP2の回転方向R2に対応す
る接線方向で連なる第2流入路14を介して互いに連通
している。
Between the one end of the first partition wall 6 and the inner surface of the peripheral wall 4A of the suction water tank 4, and between the other end of the first partition wall 6 and the suction water tank 4.
Between the inner surface of the peripheral wall 4A of the first inlet 11 and the second inlet 1
2 are formed, and the first inlet 11 and the first pre-swirl tank 2 are formed.
Are communicated with each other through a first inflow passage 13 which is continuous in a tangential direction corresponding to the rotation direction R1 of the pump P1 into which the suction port 1 is inserted. Further, the first inflow port 12 and the first pre-swirl tank 3 communicate with each other via a second inflow passage 14 which is continuous in a tangential direction corresponding to the rotation direction R2 of the pump P2 into which the suction port 1 is inserted.

【0016】吸込水槽4の周壁4Aはコンクリートによ
って構成され、図3に示すように、その内面にスカム付
着防止層としてフッ素樹脂層18が吹付け手段によって
形成されている。また、底部5も、主としてコンクリー
トによって構成され、図4に示すように、強化プラスチ
ック(FRP)製のカバー5Aでコンクリート部分の上
面を被覆することによって底面10が形成されており、
このカバー5Aの表面にスカム付着防止層としてフッ素
樹脂層18が吹付け手段もしくは同時成形手段によって
形成されている。図中、17は、ポンプP1,P2の吐
出ベンドを設置する台座である。
The peripheral wall 4A of the suction water tank 4 is made of concrete, and as shown in FIG. 3, a fluororesin layer 18 as a scum adhesion preventing layer is formed on its inner surface by spraying means. Further, the bottom portion 5 is also mainly composed of concrete, and as shown in FIG. 4, a bottom surface 10 is formed by covering the top surface of the concrete portion with a cover 5A made of reinforced plastic (FRP),
A fluororesin layer 18 is formed on the surface of the cover 5A as a scum adhesion preventing layer by spraying means or simultaneous molding means. In the figure, 17 is a pedestal on which the discharge bends of the pumps P1 and P2 are installed.

【0017】前記構成において、吸込水槽4内の汚水の
水位が図2のHWLからHWL1の領域にある状態で、
第1のポンプP1もしくは第2のポンプP2を運転する
ことにより、運転されているポンプP1またはP2によ
って汚水を吸い上げることができる。この場合、汚水は
吸込水槽4内において第1のポンプP1および第2のポ
ンプP2の回転方向R1あるいはR2同じ向きに高速旋
回し、汚水の水面に浮遊しているスカムも高速旋回流に
乗って旋回する。したがって、吸込水槽4内に汚水およ
びスカムの澱み部が生じることはない。また、周壁4A
の内面にフッ素樹脂層18が形成されているので、フッ
素樹脂層18の撥水性と汚水の旋回流との相乗作用によ
り、周壁4Aの内面にスカムが付着するのを防止するこ
とができる。
In the above construction, with the level of the sewage water in the suction water tank 4 in the region from HWL to HWL1 in FIG.
By operating the first pump P1 or the second pump P2, sewage can be sucked up by the operating pump P1 or P2. In this case, the sewage swirls at high speed in the suction water tank 4 in the same direction as the rotation direction R1 or R2 of the first pump P1 and the second pump P2, and the scum floating on the surface of the sewage also rides on the swirling flow. Turn. Therefore, sewage and scum stagnation do not occur in the suction water tank 4. Also, the surrounding wall 4A
Since the fluororesin layer 18 is formed on the inner surface of the above, scum can be prevented from adhering to the inner surface of the peripheral wall 4A by the synergistic action of the water repellency of the fluororesin layer 18 and the swirling flow of the dirty water.

【0018】第1のポンプP1または第2のポンプP2
の運転によって、吸込水槽4内の汚水の水位がHWL1
から第1仕切壁6および第2仕切壁9の上端のレベルW
L近くまで低下することにより、汚水の水面に浮遊して
いるスカムの一部は汚水とともに運転されている第1の
ポンプP1または第2のポンプP2に吸い上げられる。
The first pump P1 or the second pump P2
Operation causes the level of the sewage in the suction water tank 4 to reach HWL1.
To the level W of the upper ends of the first partition wall 6 and the second partition wall 9
When the scum floats near the L level, a part of the scum floating on the surface of the sewage is sucked up by the first pump P1 or the second pump P2 operating with the sewage.

【0019】汚水の水位が第1仕切壁6および第2仕切
壁9の上端のレベルWL近くから該レベルWLまで低下
するのに伴って、汚水とともにポンプに吸い上げられる
スカムの割合が漸次大きくなっていく。
As the water level of the sewage decreases from near the level WL at the upper ends of the first partition wall 6 and the second partition wall 9 to the level WL, the proportion of scum sucked up by the pump together with the sewage gradually increases. Go.

【0020】汚水の水位が第1仕切壁6の上端のレベル
WL以下で、かつ予旋回槽非形成域8の底面10との境
界部16のレベルLWL以上の領域では、汚水とスカム
は運転されているポンプP1またはP2に対応する第1
流入口11と第1流入路13あるいは第2流入口12と
第2流入路14を通って、運転されているポンプP1ま
たはP2に吸い上げられ、運転されているポンプP1側
の第1予旋回槽2またはP2側の第2予旋回槽3の水位
低下によって、運転されていないポンプ側の予旋回槽に
おけるWLとLWLの領域の汚水は、運転されていない
ポンプに対応する第1流入路13と第1流入口11ある
いは第2流入路14と第1流入口12を逆流し、第1仕
切壁6の外側、つまり予旋回槽非形成域8を通って運転
されているポンプP1またはP2に吸い上げられる。
In the region where the water level of the sewage is below the level WL at the upper end of the first partition wall 6 and above the level LWL at the boundary 16 with the bottom surface 10 of the pre-swirl tank non-forming region 8, the sewage and scum are operated. First corresponding to the pump P1 or P2
The first pre-turning tank on the side of the pump P1 being sucked up by the pump P1 or P2 being operated through the inflow port 11 and the first inflow passage 13 or the second inflow port 12 and the second inflow passage 14 Due to the water level drop of the second pre-swirl tank 3 on the 2 or P2 side, sewage in the WL and LWL regions of the pre-swirl tank on the pump side that is not operating becomes the first inflow path 13 corresponding to the pump that is not operating. The first inflow port 11 or the second inflow passage 14 and the first inflow port 12 are reversely flown, and sucked up by the pump P1 or P2 operating through the outside of the first partition wall 6, that is, the pre-swirling tank non-forming area 8. To be

【0021】このため、いずれのポンプP1,P2が運
転された場合でも、予旋回槽非形成域8の底面10上に
汚水およびスカムの澱み部が生じることはないので、ス
カムが残留して堆積するのを防止することができる。し
かも、強化プラスチック製のカバー5Aよって形成され
た底面10の表面にフッ素樹脂層18が形成されている
ので、フッ素樹脂層18の撥水性と汚水の流動との相乗
作用により、予旋回槽形成域7の底面10は勿論のこ
と、予旋回槽非形成域8の底面10にスカムが付着する
のを防止することができる。したがって、たとえスカム
の粘着力が大きくても、底面10にスカムが付着して堆
積することはない。また、万一、スカムが周壁4Aの内
面もしくは底面10上に付着堆積したとしても、洗浄水
により容易に除去することができる。
Therefore, no matter how much pumps P1 and P2 are operated, sewage and scum stagnation do not occur on the bottom surface 10 of the pre-swirling tank non-forming area 8, so scum remains and accumulates. Can be prevented. Moreover, since the fluororesin layer 18 is formed on the surface of the bottom surface 10 formed by the reinforced plastic cover 5A, the pre-swirl tank formation region is formed by the synergistic action of the water repellency of the fluororesin layer 18 and the flow of sewage. It is possible to prevent scum from adhering to the bottom surface 10 of the pre-swirl tank non-forming area 8 as well as the bottom surface 10 of the scum 7. Therefore, even if the scum has a large adhesive force, the scum does not adhere to and accumulate on the bottom surface 10. Further, even if the scum adheres and accumulates on the inner surface or the bottom surface 10 of the peripheral wall 4A, it can be easily removed by the cleaning water.

【0022】なお、前記実施の形態では、吸込水槽4の
周壁4Aの内面と底部5における底面10の表面にそれ
ぞれフッ素樹脂層18を形成した構成で説明している
が、底面10の表面にのみフッ素樹脂層18を形成した
構成であってもよい。
In the above embodiment, the fluororesin layer 18 is formed on the inner surface of the peripheral wall 4A of the suction water tank 4 and the surface of the bottom surface 10 of the bottom portion 5, respectively. However, only the surface of the bottom surface 10 is described. A structure in which the fluororesin layer 18 is formed may be used.

【0023】[0023]

【発明の効果】以上説明したように、請求項1記載の発
明は、フッ素樹脂層の撥水性とポンプの吸込水槽内での
汚水の流動との相乗作用により、吸込水槽の少なくとも
底部に対するスカムの付着堆積を防止することができ
る。したがって、たとえスカムの粘着力が大きくても、
底面にスカムが付着して堆積することはない。また、万
一、スカムが底面上に付着堆積したとしても、洗浄水に
より容易に除去することができる。
As described above, according to the first aspect of the present invention, the synergistic action of the water repellency of the fluororesin layer and the flow of the dirty water in the suction water tank of the pump allows the scum of at least the bottom of the suction water tank to be formed. Adhesive deposition can be prevented. Therefore, even if the scum has a large adhesive force,
No scum will be attached and deposited on the bottom surface. Further, even if the scum adheres to and accumulates on the bottom surface, it can be easily removed by the cleaning water.

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

【図1】請求項1記載の発明の一実施の形態を示す平面
図である。
FIG. 1 is a plan view showing an embodiment of the invention according to claim 1. FIG.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】吸込水槽の周壁の内面の一部を示す拡大断面図
である。
FIG. 3 is an enlarged cross-sectional view showing a part of the inner surface of the peripheral wall of the suction water tank.

【図4】底部および底面の一部を示す拡大断面図であ
る。
FIG. 4 is an enlarged cross-sectional view showing a part of a bottom portion and a bottom surface.

【図5】比較例の平面図である。FIG. 5 is a plan view of a comparative example.

【図6】図5のB−B線断面図である。FIG. 6 is a sectional view taken along line BB of FIG. 5;

【図7】従来例を示す平面図である。FIG. 7 is a plan view showing a conventional example.

【符号の説明】[Explanation of symbols]

1 ポンプの吸込口 2 第1予旋回槽 3 第2予旋回槽 4 ポンプの吸込水槽 5 吸込水槽の底部 13 第1流入路 14 第2流入路 P1 ポンプ P2 ポンプ W 幅間隔 1 Pump suction port 2 1st pre-swirl tank 3 2nd pre-swirl tank 4 Pump suction water tank 5 Bottom of suction water tank 13 1st inflow path 14 2nd inflow path P1 pump P2 pump W width interval

───────────────────────────────────────────────────── フロントページの続き (72)発明者 品末 太郎 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 大西 泰弘 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 木部 浩二 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Taro Shinesue 1-1-1, Nakanomiya Oike, Hirakata-shi, Osaka Prefecture Kubota Hirakata Manufacturing Company (72) Inventor Yasuhiro Onishi 1-1-1, Nakamiya Oike, Hirakata-shi, Osaka No. 1 in stock company Kubota Hirakata Factory (72) Inventor Koji 1-1 1-1 Nakanomiya Oike, Hirakata City, Osaka Prefecture Inside Kubota Hirakata Factory

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 2台のポンプの吸込口を各別に挿入する
1対の予旋回槽が底部に所定の幅間隔を有して凹設さ
れ、これら1対の予旋回槽に汚水を導く第1流入路と第
21流入路が底部に設けられたポンプの吸込水槽におい
て、少なくとも前記底部の表面にフッ素樹脂層が形成さ
れていることを特徴とするポンプの吸込水槽。
1. A pair of pre-swirl tanks into which the suction ports of two pumps are separately inserted are recessed at a bottom portion with a predetermined width interval. A suction water tank for a pump, wherein a 1st inflow path and a 21st inflow path are provided at the bottom, and a fluororesin layer is formed on at least the surface of said bottom.
JP23294195A 1995-09-11 1995-09-11 Suction water tank of pump Pending JPH0978679A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23294195A JPH0978679A (en) 1995-09-11 1995-09-11 Suction water tank of pump

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23294195A JPH0978679A (en) 1995-09-11 1995-09-11 Suction water tank of pump

Publications (1)

Publication Number Publication Date
JPH0978679A true JPH0978679A (en) 1997-03-25

Family

ID=16947255

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23294195A Pending JPH0978679A (en) 1995-09-11 1995-09-11 Suction water tank of pump

Country Status (1)

Country Link
JP (1) JPH0978679A (en)

Similar Documents

Publication Publication Date Title
KR101157738B1 (en) Separator and separation method
JP2009047082A (en) Intake tank and pump gate
JP7117141B2 (en) flush toilet
JPH0978679A (en) Suction water tank of pump
JPH11124897A (en) Suction water tank for pump
LU504702B1 (en) Rotary Flushing Type Ceramic Body and Pedestal Pan
US20030165380A1 (en) Self-priming pump
JPH0978681A (en) Suction water tank of pump
JPH0978682A (en) Suction water tank of pump
CN108331122B (en) Flushing device and closestool
JP2002030637A (en) Energy absorber
CN214075180U (en) Oil-water separating device
JPH09279675A (en) Suction port for pump in prewhirl tank
JP7554626B2 (en) Flush toilet
JPH09151530A (en) Suction sump for pump
JPH1072863A (en) Preparatory swirling tank
JP3288941B2 (en) Pumping station
CN2412942Y (en) New water pipe structure with lowering waterflow speed and noise
JP7514723B2 (en) Flush toilet
JPH0751604A (en) Partition plate for air conditioner
JPH09250496A (en) Pump suction water vessel
JPH10317477A (en) Prewhirl tank
JPH1113128A (en) Prerotation tank
JPH08260560A (en) Suction water tank for pump
JP2009052334A (en) Drainage pump apparatus