JPH09209992A - After installation type pre-turning tank made of reinforced plastic - Google Patents

After installation type pre-turning tank made of reinforced plastic

Info

Publication number
JPH09209992A
JPH09209992A JP1384296A JP1384296A JPH09209992A JP H09209992 A JPH09209992 A JP H09209992A JP 1384296 A JP1384296 A JP 1384296A JP 1384296 A JP1384296 A JP 1384296A JP H09209992 A JPH09209992 A JP H09209992A
Authority
JP
Japan
Prior art keywords
tank
swirl
pump
reinforced plastic
lower side
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
JP1384296A
Other languages
Japanese (ja)
Inventor
Sunao Miyauchi
直 宮内
Shoichi Yonemura
省一 米村
Yoshifumi Yamamoto
宜史 山本
Tarou Shinasue
太郎 品末
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 JP1384296A priority Critical patent/JPH09209992A/en
Publication of JPH09209992A publication Critical patent/JPH09209992A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To improve an installation workability by dispensing with mortaring or concreting and also lightening by the lightening characteristic of reinforced plastic. SOLUTION: An expanded part 18, in whose inside a hollow part reinforced plastics like FRP to the lower side of a pre-turning tank non-forming area 6 in an after installation type pre-turning tank 2 and also a solid part 22 is formed by the integral molding of the reinforced plastics like FRP on the lower side of the pre-turning tank forming area 5 except the lower side of the placing seat 10, 10 of a pump and materials whose specific gravity is one or more like a sand and water can be filled from the pouring port 19 removed a block member 20 to the hollow part 15.

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-rotating tank made of reinforced plastic, and more specifically, to a manhole or the like installed at an appropriate position of a sewage flow-down piping system connecting a sewage source to a sewage treatment plant. Inside the suction water tank of the pump,
The present invention relates to a retrofitting pre-rotating tank made of reinforced plastic installed at the bottom of the tank.

【0002】[0002]

【従来の技術】従来より、図5、図6および図7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を設置
する技術が知られている。この種の後付け式予旋回槽2
は、一般に、2台のポンプP1,P2の吸込口3を各別
に挿入する1対の予旋回槽2A,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. 5, 6 and 7, a bottom portion of a suction water tank 1 of a pump such as a manhole installed at an appropriate position of a sewage flow down piping system connecting a sewage source to a sewage treatment plant. A technique is known in which a substantially disk-shaped post-installed pre-rotating tank 2 formed of reinforced plastic such as FRP is installed near 1A. This type of retrofitting pre-rotating tank 2
Is generally a pair of pre-swirl tanks 2A and 2B into which the suction ports 3 of the two pumps P1 and P2 are inserted, that is, the first pre-swirl tank 2A and the second pre-swirl tank 2B are located at one side eccentric positions. The first pre-swivel tank 2A and the second pre-swirl tank 2A are recessed with a predetermined widthwise interval.
The pre-swirl tank forming area 5 on one side of the first partition wall 4 and the other side of the first partition wall 4 are adjacent to each other by the first partition wall 4 extending in the width direction on the other side of the pre-swirl tank 2B. Pre-swirl tank non-forming area 6
And a second partition wall 7 that is orthogonal to the first partition wall 4 and extends to the side of the pre-swirling tank formation region 5 to partition the first pre-swirl tank 2A and the second pre-swirl tank 2B into separate parts. Is being done,
An inflow passage 8 for connecting the pre-swirling tank non-forming area 6 and the pre-swirl tank 2A to each other and an inflow passage 9 for connecting the pre-swirl tank non-forming area 6 and the pre-swirling tank 2B to each other are formed. . Further, mounting portions 13 of the pumps P1 and P2, that is, mounting seats 10 for mounting and fixing the discharge bend 13 are provided.

【0003】このような構造の後付け式予旋回槽2を底
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
位が後付け式予旋回槽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 the suction water tank 1 of the pump having the retrofitting pre-rotation tank 2 having such a structure installed at the bottom, two pumps P are used.
1, P2 are operated alternately. For example, when the first pump P1 is operated, 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 level of the post-installed pre-swivel tank 2. After that, it flows into the first pre-turning tank 2A through the inflow passage 8 and is sucked up by the first pump P1 while pre-turning. Further, after the second pump P2 is operated, the dirty water in the suction water tank 1 is sucked up from the suction port 3 of the second pump P1 and the water level of the dirty water drops below the upper end level of the pre-swirl tank 2. Will flow into the second pre-rotation tank 2B through the inflow passage 9 and be sucked up by the second pump P2 while pre-turning.

【0004】ところで、略円盤状の後付け式予旋回槽2
は、図8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4および図5
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、図6
のポンプの吸込水槽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17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。
By the way, a substantially disk-shaped post-installed pre-rotating tank 2
As shown in FIG. 8, the mounting seats 10 and 10 are erected on a pedestal 11 which is erected on the bottom portion 1A of the suction water tank 1 of the pump and temporarily fixed. 5
Between the pre-swirl tank 2 and the inner surface of the peripheral wall 1B of the suction water tank 1 of the pump, more specifically, one end side and the other end side of the substantially disk-shaped pre-swirl tank 2 and the suction water tank 1 of the pump. From the gaps 14, 14 formed between the inner surface of the peripheral wall 1B and FIG.
The mortar or concrete 12 is placed in the space 17 surrounded by the inner surface of the peripheral wall 1B of the suction water tank 1 of the pump, the upper surface of the bottom portion 1A and the pre-swivel tank 2, and is installed near the bottom portion 1A of the suction water tank 1 of the pump. After the mortar or concrete 12 that has been set is cured, the discharge bends 13 of the pumps P1 and P2 are placed and fixed on the mounting seats 10 and 10.

【0005】ところが、前記空間17の容積が比較的大
きいので、多量のモルタルもしくはコンクリートを必要
とする上、打設時間が長くなるので設置作業性に劣る欠
点を有している。
However, since the volume of the space 17 is relatively large, a large amount of mortar or concrete is required, and the placing time is long, so that the installation workability is poor.

【0006】一方、前記強化プラスチック製の後付け式
予旋回槽に代えて、コンクリート製のインバートで予旋
回槽を構成する技術も知られている。コンクリート製の
インバートで予旋回槽を構成することによって、モルタ
ルもしくはコンクリートの打設が不要になる。しかし、
インバート自体の重量が相当に重いので、吸込水槽1へ
の搬入設置作業がきわめて困難な欠点を有している。
On the other hand, there is also known a technique in which the pre-turning tank made of concrete is used in place of the retrofitting pre-turning tank made of reinforced plastic. By constructing the pre-swivel tank with concrete inverts, it is not necessary to place mortar or concrete. But,
Since the weight of the invert itself is considerably heavy, it has a drawback that it is extremely difficult to carry it in and install it in the suction water tank 1.

【0007】[0007]

【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、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
間の容積が比較的大きいので、多量のモルタルもしくは
コンクリートを必要とし、それだけ打設時間が長くなる
ため設置作業性に劣る。また、コンクリート製のインバ
ートでは、重量が相当に重いので、吸込水槽への搬入設
置作業がきわめて困難である欠点を有している。そこ
で、本発明は、モルタルもしくはコンクリートの打設を
不要にするとともに、強化プラスチックの軽量特性によ
り軽量化を図ることで、設置作業性を向上させることの
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 retrofitting pre-swirl tank made of reinforced plastic, the volume of the space surrounded by the inner surface of the peripheral wall of the suction water tank and the upper surface of the bottom and the pre-swirl tank is relatively large, so that a large amount of Mortar or concrete is required, and the installation time is correspondingly long, resulting in poor installation workability. Further, the concrete invert has a disadvantage that it is extremely difficult to carry it in and install it in the suction water tank because the weight is considerably heavy. Therefore, the present invention provides a post-installed pre-swivel tank made of plastic that can improve installation workability by eliminating the need for placing mortar or concrete and by reducing the weight of the reinforced plastic. The purpose is to do.

【0008】[0008]

【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た予旋回槽形成域と、複
数の予旋回槽が形成されていない予旋回槽非形成域とを
有し、前記複数の予旋回槽に各別に対応するポンプの載
置座が予旋回槽形成域に設けられて、ポンプの吸込水槽
の底部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、前記予旋回槽非形成域の下側と予旋回槽形
成域におけるポンプの載置座下側を除く下側のいずれか
一方に、前記吸込水槽の底部に着座可能に膨出させて内
部に中空部を設けた膨出部が連設され、この膨出部内の
中空部に比重1以上の物質を充填する注入口が閉塞部材
により開閉可能に上向きに設けられているとともに、前
記予旋回槽非形成域の下側と予旋回槽形成域におけるポ
ンプの載置座下側を除く下側のいずれか他方にモルタル
もしくはコンクリートの打設不要で前記吸込水槽の底部
に着座可能な中実部が形成されていることを特徴とした
ものである。請求項2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た予旋回槽形成
域と、複数の予旋回槽が形成されていない予旋回槽非形
成域とを有し、前記複数の予旋回槽に各別に対応するポ
ンプの載置座が予旋回槽形成域に設けられて、ポンプの
吸込水槽の底部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、前記予旋回槽非形成域の下側と予
旋回槽形成域におけるポンプの載置座下側を除く下側
に、前記吸込水槽の底部に着座可能に膨出させて内部に
中空部を設けた膨出部が連設され、この膨出部内の中空
部に比重1以上の物質を充填する注入口が閉塞部材によ
り開閉可能に上向きに設けられていることを特徴とした
ものである。請求項3記載の発明は、前記閉塞部材によ
る前記注入口の閉塞解除時に、前記中空部に充填されて
いる比重1以上の液体を排出させる排出孔が膨出部にお
ける前記吸込水槽の底部に着座する着座部に貫通形成さ
れていることを特徴としたものである。さらに、請求項
4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た予旋回槽形成域と、複数の予旋回
槽が形成されていない予旋回槽非形成域とを有し、前記
複数の予旋回槽に各別に対応するポンプの載置座が予旋
回槽形成域に設けられて、ポンプの吸込水槽の底部に設
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、前記予旋回槽非形成域の下側と予旋回槽形成域にお
けるポンプの載置座下側を除く下側にモルタルもしくは
コンクリートの打設不要で前記吸込水槽の底部に着座可
能な中実部が形成されていることを特徴としたものであ
る。
In order to achieve the above object, the invention according to claim 1 is such that a plurality of pre-swirl tanks into which suction ports of a plurality of pumps are individually inserted are provided at a predetermined eccentric position on one side. It has a pre-swirl tank forming area that is recessed with a widthwise interval and a pre-swirl tank non-forming area in which a plurality of pre-swirl tanks are not formed. The mounting seat of the pump to be installed is provided in the pre-swirling tank formation region, and in a retrofitted pre-swivel tank made of reinforced plastic that is installed at the bottom of the suction water tank of the pump, a lower side of the pre-swirl tank non-forming region A bulging part that is bulged so that it can be seated on the bottom of the suction water tank and has a hollow inside is provided continuously to either one of the lower sides of the pre-swirl tank forming area excluding the lower side of the mounting seat of the pump. , The inlet for filling the hollow part in the bulging part with a substance having a specific gravity of 1 or more can be opened and closed by the closing member. It is provided in the same direction, and it is not necessary to place mortar or concrete on the other side of the lower side of the pre-swirling tank non-forming area and the lower side of the pre-swirl tank forming area other than the pump mounting seat lower side. It is characterized in that a solid portion that can be seated is formed at the bottom of the suction water tank. The invention according to claim 2 is characterized in that a plurality of pre-swirl tanks into which the suction ports of a plurality of pumps are individually inserted are provided at one side eccentric position at a predetermined widthwise interval so as to be recessed, and a pre-swirl tank formation region is formed. And a pre-swirl tank non-formed area in which a plurality of pre-swirl tanks are not formed, and a mounting seat of a pump corresponding to each of the plurality of pre-swirl tanks is provided in the pre-swirl tank formation area, In a retrofitted pre-swivel tank made of reinforced plastic installed at the bottom of the suction water tank of the pump, the lower side of the pre-swirl tank non-formation area and the lower side of the mounting seat of the pump in the pre-swirl tank formation area Is continuously provided with a bulging portion that is bulged so as to be seated and has a hollow portion inside, and the hollow portion in the bulging portion is closed with an inlet for filling a substance having a specific gravity of 1 or more. It is characterized by being provided so as to be openable and closable by a member. According to a third aspect of the present invention, a discharge hole for discharging the liquid having a specific gravity of 1 or more, which is filled in the hollow portion, is seated on the bottom of the suction water tank at the bulging portion when the blockage member closes the inlet. It is characterized in that it is formed so as to penetrate the seating portion. Further, in the invention according to claim 4, a plurality of pre-swirl tanks into which the suction ports of a plurality of pumps are respectively inserted are recessed at one side eccentric position with a predetermined width direction interval. A pre-swirl tank non-forming area in which a plurality of pre-swirl tanks are not formed, and pump mounting seats corresponding to the plurality of pre-swirl tanks are provided in the pre-swirl tank formation area. A rear type pre-swirl tank made of reinforced plastic installed at the bottom of the suction water tank of the pump, excluding the lower side of the pre-swirl tank non-forming area and the pump mounting seat lower side in the pre-swirling tank forming area. It is characterized in that a solid portion which can be seated is formed on the bottom of the suction water tank without the need for placing mortar or concrete on the lower side.

【0009】請求項1記載の発明によれば、吸込水槽に
後付け式予旋回槽を設置した場合、予旋回槽非形成域の
下側と予旋回槽形成域におけるポンプの載置座下側を除
く下側のいずれか一方に形成した膨出部と、予旋回槽非
形成域の下側と予旋回槽形成域におけるポンプの載置座
下側を除く下側の他方に形成した中実部によって、従来
存在していた予旋回槽非形成域および予旋回槽形成域の
下側空間が埋められるので、モルタルもしくはコンクリ
ートの打設が不要になる。また、強化プラスチックの軽
量特性により軽量化を図れる。さらに、ポンプの吸込水
槽の底部に設置したのちに、閉塞部材を除去して注入口
から膨出部内の中空部に比重1以上の物質を充填するこ
とで、後付け式予旋回槽設置後の重量を増大させ、吸込
水槽内に汚水が流入した場合の浮き上がりを防止して、
所定の位置に後付け式予旋回槽を位置決めすることがで
きるとともに、浮力による不要の力が後付け式予旋回槽
にかかるのを防止できる。請求項2記載の発明によれ
ば、吸込水槽に後付け式予旋回槽を設置した場合、予旋
回槽非形成域の下側と予旋回槽形成域におけるポンプの
載置座下側を除く下側に形成した膨出部によって、従来
存在していた予旋回槽非形成域および予旋回槽形成域の
下側空間が埋められるので、モルタルもしくはコンクリ
ートの打設が不要になる。また、強化プラスチックの軽
量特性により軽量化を図れる。さらに、ポンプの吸込水
槽の底部に設置したのちに、閉塞部材を除去して注入口
から膨出部内の中空部に比重1以上の物質を充填するこ
とで、後付け式予旋回槽設置後の重量を増大させ、吸込
水槽内に汚水が流入した場合の浮き上がりを防止して、
所定の位置に後付け式予旋回槽を位置決めすることがで
きるとともに、浮力による不要の力が後付け式予旋回槽
にかかるのを防止できる。請求項3記載の発明によれ
ば、注入口から中空部に充填した比重1以上の液体の充
填状態は、注入口を閉塞部材によって閉塞することによ
り保持できる。一方、後付け式予旋回槽の撤去時に閉塞
部材を除去して注入口の閉塞を解除することにより、該
後付け式予旋回槽を吊り上げるにつれ、中空部に充填さ
れていた比重1以上の液体は、排出孔から膨出部外に徐
々に排出させることができる。請求項4記載の発明によ
れば、吸込水槽に後付け式予旋回槽を設置した場合、予
旋回槽非形成域の下側に存在する中実部とポンプの載置
座下側を除く予旋回槽形成域の下側に存在する中実部に
よって、従来存在していた予旋回槽非形成域および予旋
回槽形成域の下側空間が埋められるので、モルタルもし
くはコンクリートの打設が不要になる。また、強化プラ
スチックの軽量特性により軽量化を図れる。さらに、前
記中実部により後付け式予旋回槽の重量を増大させて吸
込水槽内に汚水が流入した場合の浮力による浮き上がり
を防止して所定の位置に位置決めすることができるとと
もに、浮力による不要の力が後付け式予旋回槽にかかる
のを防止できる。
According to the first aspect of the present invention, when the post-swirl pre-swirl tank is installed in the suction water tank, the lower side of the pre-swirl tank non-forming area and the lower side of the mounting seat of the pump in the pre-swirling tank forming area are set. Excluding the bulge formed on one of the lower sides, and the solid part formed on the other side of the lower side of the pre-swivel tank non-forming area and the lower side of the mounting seat of the pump in the pre-swirl tank forming area As a result, the space below the pre-swirl tank non-forming area and the pre-swirl tank forming area, which has been present in the past, is filled, so that mortar or concrete casting is not required. In addition, the lightweight property of the reinforced plastic can reduce the weight. Furthermore, after installing at the bottom of the suction water tank of the pump, by removing the blocking member and filling the hollow part in the bulging part from the inlet with a substance having a specific gravity of 1 or more, the weight after installation of the post-installed pre-swirl tank To prevent floating when sewage flows into the suction water tank,
The post-installed pre-swivel tank can be positioned at a predetermined position, and unnecessary force due to buoyancy can be prevented from being applied to the post-installed pre-swirl tank. According to the invention as set forth in claim 2, when a post-installation type pre-swirl tank is installed in the suction water tank, the lower side excluding the lower side of the pre-swirl tank non-forming area and the pump mounting seat lower side in the pre-swirl tank forming area. Since the bulging portion formed in (1) fills the space below the pre-swirl tank non-forming area and the pre-swirl tank forming area that existed in the past, it is not necessary to cast mortar or concrete. In addition, the lightweight property of the reinforced plastic can reduce the weight. Furthermore, after installing at the bottom of the suction water tank of the pump, by removing the blocking member and filling the hollow part in the bulging part from the inlet with a substance having a specific gravity of 1 or more, the weight after installation of the post-installed pre-swirl tank To prevent floating when sewage flows into the suction water tank,
The post-installed pre-swivel tank can be positioned at a predetermined position, and unnecessary force due to buoyancy can be prevented from being applied to the post-installed pre-swirl tank. According to the third aspect of the present invention, the filled state of the liquid having a specific gravity of 1 or more filled in the hollow portion from the inlet can be maintained by closing the inlet with the closing member. On the other hand, when the post-installation type pre-swirl tank is removed, the closing member is removed to release the blockage of the injection port, and as the post-installation type pre-swirl tank is lifted, the liquid having a specific gravity of 1 or more filled in the hollow portion is It can be gradually discharged from the discharge hole to the outside of the bulging portion. According to the invention as set forth in claim 4, when the post-swirl pre-swirl tank is installed in the suction water tank, the pre-swirl except for the solid portion existing below the pre-swirl tank non-forming region and the pump mounting seat lower side Since the solid part existing below the tank formation area fills the space below the pre-swirl tank non-formation area and pre-swirl tank formation area that existed before, there is no need to place mortar or concrete. . In addition, the lightweight property of the reinforced plastic can reduce the weight. Furthermore, the solid portion increases the weight of the post-installation type pre-swirl tank to prevent lifting due to buoyancy when sewage flows into the suction water tank, and it can be positioned at a predetermined position. It is possible to prevent the force from being applied to the retrofitting type pre-rotation tank.

【0010】[0010]

【発明の実施の形態】以下、本発明の一実施の形態を図
面に基づいて説明する。なお、本発明の特徴構成以外
は、図5ないし図8の従来例と同一であるので、これら
の構造および作用説明は省略し同一符号を付しておく。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. It should be noted that, except for the characteristic configuration of the present invention, it is the same as the conventional example of FIG. 5 to FIG. 8, so the description of the structure and operation thereof will be omitted and the same reference numerals will be given.

【0011】図1は請求項1記載の発明の一実施の形態
を示し、この図において、後付け式予旋回槽2における
予旋回槽非形成域6の下側には、内部に中空部15を設
けた膨出部18がFRPなどの強化プラスチックの一体
成形によって連設されている。膨出部18は、その底
部、つまり着座部18Aを吸込水槽1の底部1Aに着座
させた状態で、予旋回槽1を吸込水槽1に設置した場
合、外周立面18Bの一部が吸込水槽1の周壁1Bの内
面に当接する大きさに形成されている。そして、予旋回
槽非形成域6の一部を貫通して中空部15に通じる注入
口19が設けられ、この注入口19は、たとえばプラグ
によってなる閉塞部材20により開閉できるように構成
されている。この閉塞部材20は、注入口19を開閉す
る弁によって構成してもよい。また、着座部18Aに比
較的口径の小さい排出孔21が貫通して形成されてい
る。
FIG. 1 shows an embodiment of the invention as claimed in claim 1. In this figure, a hollow portion 15 is internally formed below the pre-swirl tank non-forming area 6 in the post-installed pre-swirl tank 2. The bulged portions 18 provided are continuously provided by integral molding of reinforced plastic such as FRP. When the pre-swirl tank 1 is installed in the suction water tank 1 in a state in which the bottom portion thereof, that is, the seating portion 18A is seated on the bottom portion 1A of the suction water tank 1, the bulging portion 18 has a part of the outer peripheral standing surface 18B that is the suction water tank. It is formed in a size that abuts on the inner surface of the peripheral wall 1B. An injection port 19 is provided which penetrates a part of the pre-swirling tank non-forming area 6 and communicates with the hollow portion 15. The injection port 19 is configured to be opened and closed by a closing member 20 made of, for example, a plug. . The closing member 20 may be a valve that opens and closes the injection port 19. Further, a discharge hole 21 having a relatively small diameter is formed through the seating portion 18A.

【0012】一方、ポンプの載置座10,10の下側を
除く予旋回槽形成域5の下側にFRPなどの強化プラス
チックの一体成形によって中実部22が形成されてい
る。この中実部22は、その底部、つまり着座部22A
を吸込水槽1の底部1Aに着座させた状態で、予旋回槽
1を吸込水槽1に設置した場合、外周立面22Bの一部
が吸込水槽1の周壁1Bの内面に当接する大きさに形成
されている。
On the other hand, a solid portion 22 is formed by integral molding of reinforced plastic such as FRP on the lower side of the pre-swirl tank forming region 5 excluding the lower side of the pump mounting seats 10, 10. The solid portion 22 has a bottom portion, that is, a seat portion 22A.
When the pre-swirl tank 1 is installed in the suction water tank 1 with the bottom seated on the bottom portion 1A of the suction water tank 1, a part of the outer peripheral standing surface 22B is formed in a size that abuts on the inner surface of the peripheral wall 1B of the suction water tank 1. Has been done.

【0013】ポンプの載置座10,10は、FRPなど
の強化プラスチックに埋込まれた鋼板、つまり、強化プ
ラスチック製の後付け式予旋回槽にインサート成形され
た鋼板によって構成され、その下面を架台11に架設
し、上面にポンプP1,P2の取付部分13、つまり吐
出ベンド13が載置して固定される。なお、図中23は
アンカーボルトを示し、比較的広面積の座板24を介し
て第1予旋回槽2Aと第2予旋回槽2Bを固定してい
る。
The mounting seats 10 and 10 of the pump are made of a steel plate embedded in a reinforced plastic such as FRP, that is, a steel plate insert-molded in a retrofitted pre-rotating tank made of reinforced plastic, and the lower surface thereof is a pedestal. The pump P1, P2 mounting portion 13, that is, the discharge bend 13 is placed and fixed on the upper surface of the pump 11. In the figure, reference numeral 23 denotes an anchor bolt, which fixes the first pre-turning tank 2A and the second pre-turning tank 2B via a seat plate 24 having a relatively large area.

【0014】このような構成であれば、載置座10,1
0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、膨出部18の着座部18Aを吸込水槽
1の底部1Aに着座させるとともに、中実部22の着座
部22Aを吸込水槽1の底部1Aに着座させた予旋回槽
1の設置状態において、予旋回槽非形成域6の下側およ
び予旋回槽形成域5の下側に空間が存在しなくなる。つ
まり、膨出部18と中実部22によって、従来存在して
いた予旋回槽非形成域6および予旋回槽形成域5の下側
の空間17(図8参照)が埋められることになるので、
モルタルもしくはコンクリートの打設が不要になる。こ
のため、従来の強化プラスチック製の後付け式予旋回槽
と比較して設置作業性が向上する。また、強化プラスチ
ックの軽量特性により、従来のコンクリート製のインバ
ートと比較して軽量化されるので、吸込水槽1への搬入
設置作業性が向上する。
With such a structure, the mounting seats 10, 1
0 is erected on a pedestal 11 standing on the bottom 1A of the suction water tank 1 of the pump, the seating portion 18A of the bulging portion 18 is seated on the bottom portion 1A of the suction water tank 1, and the seating portion 22A of the solid portion 22 is In the installed state of the pre-swirl tank 1 in which the water is seated on the bottom portion 1A of the suction water tank 1, there is no space below the pre-swirl tank non-forming area 6 and below the pre-swirl tank forming area 5. That is, since the bulging portion 18 and the solid portion 22 fill the space 17 (see FIG. 8) below the pre-swirl tank non-forming area 6 and the pre-swirl tank forming area 5 which have been conventionally present. ,
No need to cast mortar or concrete. Therefore, the installation workability is improved as compared with the conventional retrofitted pre-turning tank made of reinforced plastic. Further, the lightweight property of the reinforced plastic reduces the weight as compared with the conventional concrete invert, so that the workability of carrying in and installing the suction water tank 1 is improved.

【0015】一方、ポンプの吸込水槽1に設置したのち
に、閉塞部材20を除去して注入口19から膨出部18
内の中空部15に、たとえば砂や水などの比重1以上の
物質27を充填し、閉塞部材20で注入口19を閉塞す
ることで、予旋回槽2を設置したのちの重量を増大さ
せ、吸込水槽1内に汚水が流入した場合の浮き上がりを
防止して予旋回槽2を所定の位置に位置決めすることが
できるとともに、浮力による不要の力が後付け式予旋回
槽2にかかるのを防止できる。
On the other hand, after being installed in the suction water tank 1 of the pump, the blocking member 20 is removed and the swelling portion 18 is discharged from the inlet 19.
The hollow portion 15 therein is filled with a substance 27 having a specific gravity of 1 or more, such as sand or water, and the inlet 19 is closed by the closing member 20 to increase the weight after the pre-swirl tank 2 is installed, It is possible to prevent the floating when the dirty water flows into the suction water tank 1 and to position the pre-swivel tank 2 at a predetermined position, and to prevent unnecessary force due to buoyancy from being applied to the post-installed pre-swirl tank 2. .

【0016】中空部15に充填する物質27として水等
の比重1以上の液体を使用した場合、充填直後に注入口
19を閉塞部材20によって閉塞することにより、水抜
き孔21からの漏れを防止して前記液体の充填状態を保
持することができる。他方、後付け式予旋回槽2の撤去
時に閉塞部材を除去して注入口19の閉塞を解除するこ
とにより、該後付け式予旋回槽2を吊り上げるにつれ、
中空部15に充填されていた比重1以上の液体を排出孔
21から膨出部18外に徐々に排出させることができ
る。これにより、予旋回槽2の重量が軽減されるので、
予旋回槽2の交換作業を容易に行うことができる。すな
わち、吸込水槽1への汚水流入量が増加することなどの
理由によって、ポンプ容量をアップする場合等に際し、
既設の予旋回槽2を除去して、容量アップされた第1の
ポンプP1と第1のポンプP2に対応する第1予旋回槽
2Aと第2予旋回槽2Bを備えた新しい予旋回槽2に交
換する時の既設予旋回槽2の除去作業、つまり予旋回槽
2をマンホールから取出す作業が容易になる。
When a liquid having a specific gravity of 1 or more such as water is used as the substance 27 to be filled in the hollow portion 15, the filling port 19 is closed immediately after filling by the closing member 20 to prevent leakage from the drain hole 21. Thus, the filled state of the liquid can be maintained. On the other hand, when the post-installation type pre-swirl tank 2 is removed, the closing member is removed to unblock the injection port 19, so that the post-installation type pre-swivel tank 2 is lifted.
The liquid having a specific gravity of 1 or more filled in the hollow portion 15 can be gradually discharged from the discharge hole 21 to the outside of the bulging portion 18. As a result, the weight of the pre-rotating tank 2 is reduced,
The replacement work of the pre-swirl tank 2 can be easily performed. That is, when the pump capacity is increased due to an increase in the amount of sewage flowing into the suction water tank 1,
A new pre-turning tank 2 having a first pre-turning tank 2A and a second pre-turning tank 2B corresponding to the first pump P1 and the first pump P2 whose capacity has been increased by removing the existing pre-turning tank 2 It becomes easy to remove the existing pre-swirl tank 2 when replacing the pre-swirl tank 2 with the manhole.

【0017】図2は請求項1記載の発明の他の実施の形
態を示し、後付け式予旋回槽2におけるポンプの載置座
10,10の下側を除く予旋回槽形成域5の下側に内部
に中空部15を設けた膨出部18がFRPなどの強化プ
ラスチックの一体成形によって連設され、予旋回槽非形
成域6の下側にFRPなどの強化プラスチックの一体成
形によって中実部22が形成されている。このように構
成しても、図1の後付け式予旋回槽2と同様の作用・効
果を奏することができる。
FIG. 2 shows another embodiment of the invention as set forth in claim 1, which is the lower side of the pre-swirl tank forming region 5 excluding the lower side of the pump mounting seats 10, 10 in the post-installed pre-swirl tank 2. A bulging portion 18 having a hollow portion 15 inside is continuously formed by integral molding of reinforced plastic such as FRP, and a solid portion is formed below the pre-turning tank non-forming region 6 by integral molding of reinforced plastic such as FRP. 22 is formed. Even with such a configuration, the same operation and effect as those of the post-installed pre-swivel tank 2 shown in FIG. 1 can be obtained.

【0018】図3は請求項2記載の発明の一実施の形態
を示し、後付け式予旋回槽2における予旋回槽非形成域
6の下側と予旋回槽形成域5におけるポンプの載置座1
0,10の下側を除く下側に、吸込水槽1の底部1Aに
着座可能に膨出させて内部に中空部15を設けた膨出部
18が連設され、この膨出部18内の中空部15に比重
1以上の物質を充填する注入口19が閉塞部材20によ
り開閉可能に設けられている。膨出部18は、その底
部、つまり着座部18Aを吸込水槽1の底部1Aに着座
させた状態で、予旋回槽1を吸込水槽1に設置した場
合、外周立面18Bの一部が吸込水槽1の周壁1Bの内
面に当接する大きさに形成されている。そして、予旋回
槽形成域5および予旋回槽非形成域6の一部を貫通して
中空部15に通じる注入口19が設けられ、この注入口
19は、たとえばプラグによってなる閉塞部材20によ
り開閉できるように構成されている。この閉塞部材20
は、注入口19を開閉する弁によって構成してもよい。
また、着座部18Aに比較的口径の小さい排出孔21が
貫通して形成されている。
FIG. 3 shows an embodiment of the present invention as set forth in claim 2, in which the pump mounting seat in the pre-swivel tank non-forming area 6 and in the pre-swirl tank forming area 5 in the post-installed pre-swirl tank 2 is shown. 1
A bulging portion 18 bulging so as to be seated in the bottom portion 1A of the suction water tank 1 and having a hollow portion 15 therein is continuously provided on the lower side except the lower side of 0 and 10, and the inside of the bulging portion 18 is An injection port 19 for filling the hollow portion 15 with a substance having a specific gravity of 1 or more is provided by a closing member 20 so as to be opened and closed. When the pre-swirl tank 1 is installed in the suction water tank 1 in a state in which the bottom portion thereof, that is, the seating portion 18A is seated on the bottom portion 1A of the suction water tank 1, the bulging portion 18 has a part of the outer peripheral standing surface 18B that is the suction water tank. It is formed in a size that abuts on the inner surface of the peripheral wall 1B. An injection port 19 is provided which penetrates the pre-swirl tank forming region 5 and the pre-swirl tank non-forming region 6 and communicates with the hollow portion 15. The injection port 19 is opened and closed by a closing member 20 made of, for example, a plug. It is configured to be able to. This closing member 20
May be configured by a valve that opens and closes the injection port 19.
Further, a discharge hole 21 having a relatively small diameter is formed through the seating portion 18A.

【0019】このような構成であれば、載置座10,1
0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、膨出部18の着座部18Aを吸込水槽
1の底部1Aに着座させた予旋回槽1の設置状態におい
て、予旋回槽非形成域6の下側および予旋回槽形成域5
の下側に空間が存在しなくなる。つまり、膨出部18に
よって、従来存在していた予旋回槽非形成域6および予
旋回槽形成域5の下側の空間17(図8参照)が埋めら
れることになるので、モルタルもしくはコンクリートの
打設が不要になる。このため、従来の強化プラスチック
製の後付け式予旋回槽と比較して設置作業性が向上す
る。また、強化プラスチックの軽量特性により、従来の
コンクリート製のインバートと比較して軽量化されるの
で、吸込水槽1への搬入設置作業性が向上する。
With such a configuration, the mounting seats 10, 1
In the installation state of the pre-swivel tank 1 in which 0 is erected on the pedestal 11 which is erected on the bottom portion 1A of the suction water tank 1 of the pump, and the seating portion 18A of the bulging portion 18 is seated on the bottom portion 1A of the suction water tank 1, Pre-swirl tank non-forming area 6 and pre-swirl tank forming area 5
There is no space below. That is, since the bulging portion 18 fills the space 17 (see FIG. 8) below the pre-swirl tank non-forming area 6 and the pre-swirl tank forming area 5, which are conventionally present, the mortar or concrete No need to set. Therefore, the installation workability is improved as compared with the conventional retrofitted pre-turning tank made of reinforced plastic. Further, the lightweight property of the reinforced plastic reduces the weight as compared with the conventional concrete invert, so that the workability of carrying in and installing the suction water tank 1 is improved.

【0020】一方、ポンプの吸込水槽1に設置したのち
に、閉塞部材20を除去して注入口19から膨出部18
内の中空部15に、たとえば砂や水などの比重1以上の
物質27を充填し、閉塞部材20で注入口19を閉塞す
ることで、予旋回槽2を設置したのちの重量を増大さ
せ、吸込水槽1内に汚水が流入した場合の浮き上がりを
防止して予旋回槽2を所定の位置に位置決めすることが
できるとともに、浮力による不要の力が後付け式予旋回
槽2にかかるのを防止できる。
On the other hand, after being installed in the suction water tank 1 of the pump, the blocking member 20 is removed and the swelling portion 18 from the inlet 19 is removed.
The hollow portion 15 therein is filled with a substance 27 having a specific gravity of 1 or more, such as sand or water, and the inlet 19 is closed by the closing member 20 to increase the weight after the pre-swirl tank 2 is installed, It is possible to prevent the floating when the dirty water flows into the suction water tank 1 and to position the pre-swivel tank 2 at a predetermined position, and to prevent unnecessary force due to buoyancy from being applied to the post-installed pre-swirl tank 2. .

【0021】中空部15に充填する物質27として水等
の比重1以上の液体を使用した場合、充填直後に注入口
19を閉塞部材20によって閉塞することにより、水抜
き孔21からの漏れを防止して前記液体の充填状態を保
持することができる。他方、後付け式予旋回槽2の撤去
時に閉塞部材を除去して注入口19の閉塞を解除するこ
とにより、該後付け式予旋回槽2を吊り上げるにつれ、
中空部15に充填されていた比重1以上の液体を排出孔
21から膨出部18外に徐々に排出させることができ
る。これにより、予旋回槽2の重量が軽減されるので、
予旋回槽2の交換作業を容易に行うことができる。すな
わち、吸込水槽1への汚水流入量が増加することなどの
理由によって、ポンプ容量をアップする場合等に際し、
既設の予旋回槽2を除去して、容量アップされた第1の
ポンプP1と第1のポンプP2に対応する第1予旋回槽
2Aと第2予旋回槽2Bを備えた新しい予旋回槽2に交
換する時の既設予旋回槽2の除去作業、つまり予旋回槽
2をマンホールから取出す作業が容易になる。
When a liquid such as water having a specific gravity of 1 or more is used as the substance 27 to be filled in the hollow portion 15, the filling port 19 is closed immediately after filling by the closing member 20 to prevent leakage from the drain hole 21. Thus, the filled state of the liquid can be maintained. On the other hand, when the post-installation type pre-swirl tank 2 is removed, the closing member is removed to unblock the injection port 19, so that the post-installation type pre-swivel tank 2 is lifted.
The liquid having a specific gravity of 1 or more filled in the hollow portion 15 can be gradually discharged from the discharge hole 21 to the outside of the bulging portion 18. As a result, the weight of the pre-rotating tank 2 is reduced,
The replacement work of the pre-swirl tank 2 can be easily performed. That is, when the pump capacity is increased due to an increase in the amount of sewage flowing into the suction water tank 1,
A new pre-turning tank 2 having a first pre-turning tank 2A and a second pre-turning tank 2B corresponding to the first pump P1 and the first pump P2 whose capacity has been increased by removing the existing pre-turning tank 2 It becomes easy to remove the existing pre-swirl tank 2 when replacing the pre-swirl tank 2 with the manhole.

【0022】図4は請求項4記載の発明の一実施の形態
を示し、この図において、後付け式予旋回槽2における
ポンプの載置座10,10の下側を除く予旋回槽形成域
5の下側および前記予旋回槽非形成域6の下側にFRP
などの強化プラスチックの一体成形によって中実部2
6,26が形成されている。これら中実部26,26
は、その底部、つまり着座部26Aを吸込水槽1の底部
1Aに着座させた状態で、予旋回槽1を吸込水槽1に設
置した場合、外周立面26Bの一部が吸込水槽1の周壁
1Bの内面に当接する大きさに形成されている。
FIG. 4 shows an embodiment of the present invention as defined in claim 4, in which the pre-swivel tank forming region 5 of the post-installed pre-swivel tank 2 excluding the lower side of the pump mounting seats 10, 10 is shown. FRP on the lower side and on the lower side of the pre-swirl tank non-forming area 6
Solid part 2 by integral molding of reinforced plastic such as
6, 26 are formed. These solid parts 26, 26
When the pre-swirl tank 1 is installed in the suction water tank 1 with its bottom portion, that is, the seating portion 26A seated on the bottom portion 1A of the suction water tank 1, a part of the outer peripheral standing surface 26B is a peripheral wall 1B of the suction water tank 1. Is formed so as to abut the inner surface of the.

【0023】このような構成であれば、載置座10,1
0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、中実部26,26の着座部26Aを吸
込水槽1の底部1Aに着座させるるとともに、中実部2
6,26の着座部22Aを吸込水槽1の底部1Aに着座
させた予旋回槽1の設置状態において、予旋回槽非形成
域6の下側および予旋回槽形成域5の下側に空間が存在
しなくなる。つまり、中実部26,26によって、従来
存在していた予旋回槽非形成域6および予旋回槽形成域
5の下側の空間17(図8参照)が埋められることにな
るので、モルタルもしくはコンクリートの打設が不要に
なる。このため、従来の強化プラスチック製の後付け式
予旋回槽と比較して設置作業性が向上する。また、強化
プラスチックの軽量特性により、従来のコンクリート製
のインバートと比較して軽量化されるので、吸込水槽1
への搬入設置作業性が向上する。
With such a structure, the mounting seats 10, 1
0 is installed on a pedestal 11 standing on the bottom portion 1A of the suction water tank 1 of the pump, and the seat portions 26A of the solid portions 26, 26 are seated on the bottom portion 1A of the suction water tank 1, and the solid portion 2
In the installed state of the pre-swirl tank 1 in which the seating portions 22A of 6, 26 are seated on the bottom portion 1A of the suction water tank 1, spaces are formed below the pre-swirl tank non-forming area 6 and the pre-swirling tank forming area 5. Cease to exist. That is, since the solid portions 26, 26 fill the space 17 (see FIG. 8) below the pre-swirl tank non-forming area 6 and the pre-swirl tank forming area 5, which are conventionally present, the mortar or No need to pour concrete. Therefore, the installation workability is improved as compared with the conventional retrofitted pre-turning tank made of reinforced plastic. In addition, the lightweight characteristics of reinforced plastic make it lighter than conventional concrete inverters, so the suction water tank 1
The workability of loading / installing the product into / from is improved.

【0024】一方、中実部26,26により後付け式予
旋回槽2の重量を増大させて吸込水槽1内に汚水が流入
した場合の浮力による浮き上がりを防止して所定の位置
に位置決めすることができるとともに、浮力による不要
の力が後付け式予旋回槽2にかかるのを防止できる。
On the other hand, it is possible to increase the weight of the retrofitting type pre-rotation tank 2 by the solid portions 26, 26 and prevent the lift-up due to buoyancy when dirty water flows into the suction water tank 1 and position it at a predetermined position. In addition, it is possible to prevent unnecessary force due to buoyancy from being applied to the post-installed pre-swivel tank 2.

【0025】前記各実施の形態では、単一成形の予旋回
槽2を使用して説明しているが、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分割して一体に結合した予旋回槽2ある
いは3以上に分割して一体に結合した予旋回槽2にも適
用できる。
In each of the above-mentioned embodiments, the single-molding pre-swirl tank 2 is used for explanation, but for example, the second partition wall 7 is used.
It is also applicable to the pre-swirl tank 2 which is divided into two parts on the left and right and is integrally connected to the upper surface 7A and the region on the extension line of the upper surface 7A, or the pre-swirl tank 2 which is divided into three or more and is integrally connected.

【0026】[0026]

【発明の効果】以上説明したように、請求項1記載の発
明は、載置座をポンプの吸込水槽の底部に立設されてい
る架台に架設し、膨出部の着座部と中実部の着座部をそ
れぞれ吸込水槽の底部に着座させた予旋回槽の設置状態
において、膨出部と中実部によって、従来の強化プラス
チック製の後付け式予旋回槽に存在していた予旋回槽非
形成域および予旋回槽形成域の下側の空間が埋められる
ことになるので、モルタルもしくはコンクリートの打設
が不要になる。このため、従来の強化プラスチック製の
後付け式予旋回槽と比較して設置作業性が向上する。ま
た、強化プラスチックの軽量特性により、従来のコンク
リート製のインバートと比較して軽量化されるので、吸
込水槽への搬入設置作業性が向上する。さらに、注入口
から膨出部内の中空部に、比重1以上の物質を充填し、
閉塞部材で注入口を閉塞することで、予旋回槽を設置し
たのちの重量を増大させ、吸込水槽内に汚水が流入した
場合の浮き上がりを防止して予旋回槽を所定の位置に位
置決めすることができるとともに、浮力による不要の力
が後付け式予旋回槽にかかるのを防止できる。請求項2
記載の発明は、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し、膨出部の着座部を吸込水槽の
底部に着座させた予旋回槽の設置状態において、膨出部
によって、従来の強化プラスチック製の後付け式予旋回
槽に存在していた予旋回槽非形成域および予旋回槽形成
域の下側の空間が埋められることになるので、モルタル
もしくはコンクリートの打設が不要になる。このため、
従来の強化プラスチック製の後付け式予旋回槽と比較し
て設置作業性が向上する。また、強化プラスチックの軽
量特性により、従来のコンクリート製のインバートと比
較して軽量化されるので、吸込水槽への搬入設置作業性
が向上する。さらに、注入口から膨出部内の中空部に、
比重1以上の物質を充填し、閉塞部材で注入口を閉塞す
ることで、予旋回槽を設置したのちの重量を増大させ、
吸込水槽内に汚水が流入した場合の浮き上がりを防止し
て予旋回槽を所定の位置に位置決めすることができると
ともに、浮力による不要の力が後付け式予旋回槽にかか
るのを防止できる。請求項3記載の発明は、注入口から
中空部に充填した比重1以上の液体の充填状態は、注入
口を閉塞部材によって閉塞することにより保持できる。
また、後付け式予旋回槽の撤去時に閉塞部材を除去して
注入口の閉塞を解除することにより、該後付け式予旋回
槽を吊り上げるにつれ、中空部に充填されていた比重1
以上の液体を排出孔から膨出部外に徐々に排出させるこ
とができる。これにより、プラスチック製の後付け式予
旋回槽の重量が軽減されるので交換作業を容易に行うこ
とができる。請求項4記載の発明は、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し、両中実
部の着座部をそれぞれ吸込水槽の底部に着座させた予旋
回槽の設置状態において、両中実部によって、従来の強
化プラスチック製の後付け式予旋回槽に存在していた予
旋回槽非形成域および予旋回槽形成域の下側の空間が埋
められることになるので、モルタルもしくはコンクリー
トの打設が不要になる。このため、従来の強化プラスチ
ック製の後付け式予旋回槽と比較して設置作業性が向上
する。また、強化プラスチックの軽量特性により、従来
のコンクリート製のインバートと比較して軽量化される
ので、吸込水槽への搬入設置作業性が向上する。さら
に、両中実部により後付け式予旋回槽の重量を増大させ
て吸込水槽内に汚水が流入した場合の浮力による浮き上
がりを防止して所定の位置に位置決めすることができる
とともに、浮力による不要の力が後付け式予旋回槽にか
かるのを防止できる。
As described above, according to the first aspect of the present invention, the mounting seat is installed on the pedestal which is erected on the bottom of the suction water tank of the pump, and the seating part and the solid part of the bulging part are installed. In the installed state of the pre-swivel tank in which the seating parts of are respectively seated on the bottom of the suction water tank, the swelling part and the solid part prevent Since the space below the formation area and the pre-swirl tank formation area will be filled, mortar or concrete pouring will be unnecessary. Therefore, the installation workability is improved as compared with the conventional retrofitted pre-turning tank made of reinforced plastic. Further, the lightweight property of the reinforced plastic reduces the weight as compared with the conventional concrete invert, so that the workability of carrying in and installing in the suction water tank is improved. Further, the hollow portion in the bulging portion from the injection port is filled with a substance having a specific gravity of 1 or more,
By closing the inlet with a blocking member, the weight after the pre-swirl tank is installed is increased, and when the dirty water flows into the suction water tank, it prevents lifting and positions the pre-swirl tank at a predetermined position. In addition, it is possible to prevent unnecessary force due to buoyancy from being applied to the post-installed pre-swivel tank. Claim 2
In the invention described, the mounting seat is erected on a pedestal that is erected at the bottom of the suction water tank of the pump, and the seating part of the bulging portion is seated on the bottom of the suction water tank. Since the exit part fills the space below the pre-swivel tank non-forming area and the pre-swirl tank forming area, which existed in the conventional retrofitting pre-swivel tank made of reinforced plastic, the mortar or concrete pouring No need for installation. For this reason,
Installation workability is improved compared to the conventional retrofitted pre-turning tank made of reinforced plastic. Further, the lightweight property of the reinforced plastic reduces the weight as compared with the conventional concrete invert, so that the workability of carrying in and installing in the suction water tank is improved. Furthermore, from the inlet to the hollow part in the bulge,
By filling the material with a specific gravity of 1 or more and closing the inlet with the closing member, the weight after the pre-swirl tank is installed is increased,
It is possible to prevent the floating when the dirty water flows into the suction water tank and position the pre-swivel tank at a predetermined position, and it is possible to prevent unnecessary force due to buoyancy from being applied to the post-installed pre-swirl tank. According to the third aspect of the present invention, the filled state of the liquid having a specific gravity of 1 or more filled in the hollow portion from the inlet can be maintained by closing the inlet with the closing member.
Further, when the post-installation type pre-swirl tank is removed, the blocking member is removed to release the blockage of the injection port, so that the specific gravity of the hollow part filled with the specific gravity of 1
The above liquid can be gradually discharged from the discharge hole to the outside of the bulging portion. As a result, the weight of the post-installed pre-swivel tank made of plastic is reduced, so that the replacement work can be easily performed. The invention according to claim 4 is a pre-rotation tank in which a mounting seat is erected on a pedestal that is erected at the bottom of a suction water tank of a pump, and seat portions of both solid portions are respectively seated on the bottom portion of the suction water tank. In the installed state, both solid parts will fill the space below the pre-swivel tank non-forming area and the pre-swirl tank forming area that existed in the conventional reinforced plastic post-installed pre-swirl tank. No need to place mortar or concrete. Therefore, the installation workability is improved as compared with the conventional retrofitted pre-turning tank made of reinforced plastic. Further, the lightweight property of the reinforced plastic reduces the weight as compared with the conventional concrete invert, so that the workability of carrying in and installing in the suction water tank is improved. Furthermore, both solid parts increase the weight of the post-installation type pre-swivel tank and prevent it from rising due to buoyancy when dirty water flows into the suction water tank, and it is possible to position it at a predetermined position, and unnecessary buoyancy is required. It is possible to prevent the force from being applied to the retrofitting type pre-rotation tank.

【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拡大
断面図である。
FIG. 1 is an enlarged cross-sectional view showing an embodiment of the invention according to claim 1.

【図2】請求項1記載の発明の他の実施の形態を示す拡
大断面図である。
FIG. 2 is an enlarged cross-sectional view showing another embodiment of the invention according to claim 1.

【図3】請求項2記載の発明の一実施の形態を示す拡大
断面図である。
FIG. 3 is an enlarged sectional view showing an embodiment of the invention described in claim 2.

【図4】請求項4記載の発明の一実施の形態を示す拡大
断面図である。
FIG. 4 is an enlarged sectional view showing an embodiment of the invention described in claim 4.

【図5】後付け式予旋回槽の斜視図である。FIG. 5 is a perspective view of a post-installed pre-rotation tank.

【図6】後付け式予旋回槽の平面図である。FIG. 6 is a plan view of a post-installed pre-swirl tank.

【図7】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. 7 is a vertical cross-sectional view showing a state in which a post-installation type pre-swirl tank is installed in a pump suction water tank.

【図8】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. 8 is an enlarged cross-sectional view showing a state in which a conventional pre-swivel tank is 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 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 4 第1仕切壁 5 予旋回槽形成域 6 予旋回槽非形成域 7 第2仕切壁 10 載置座 12 モルタルもしくはコンクリート 15 中空部 18 膨出部 19 注入口 20 閉塞部材 21 注入口 22 中実部 26 中実部 27 比重1以上の物質 P1 ポンプ P2 ポンプ 1 Pump suction water tank 1A Pump suction water tank bottom 2 Retrofitting pre-swirl tank (board) 2A 1st pre-swirl tank 2B 2nd pre-swirl tank 3 Pump suction port 4 First partition wall 5 Pre-swirl tank formation Area 6 Pre-swirling tank non-formed area 7 Second partition wall 10 Mounting seat 12 Mortar or concrete 15 Hollow part 18 Swelling part 19 Injection port 20 Closing member 21 Injection port 22 Solid part 26 Solid part 27 Specific gravity of 1 or more Material P1 pump P2 pump

───────────────────────────────────────────────────── 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Taro Shinesue 1-1-1, Nakamiya Oike, Hirakata-shi, Osaka Prefecture Kubota Hirakata Factory

Claims (4)

【特許請求の範囲】[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
を有して凹設された予旋回槽形成域と、複数の予旋回槽
が形成されていない予旋回槽非形成域とを有し、前記複
数の予旋回槽に各別に対応するポンプの載置座が予旋回
槽形成域に設けられて、ポンプの吸込水槽の底部に設置
される強化プラスチック製の後付式予旋回槽において、
前記予旋回槽非形成域の下側と予旋回槽形成域における
ポンプの載置座下側を除く下側のいずれか一方に、前記
吸込水槽の底部に着座可能に膨出させて内部に中空部を
設けた膨出部が連設され、この膨出部内の中空部に比重
1以上の物質を充填する注入口が閉塞部材により開閉可
能に設けられているとともに、前記予旋回槽非形成域の
下側と予旋回槽形成域におけるポンプの載置座下側を除
く下側のいずれか他方にモルタルもしくはコンクリート
の打設不要で前記吸込水槽の底部に着座可能な中実部が
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 pre-swirling tank formation region in which a plurality of pre-swirl tanks into which the suction ports of a plurality of pumps are respectively inserted are recessed at one side eccentric position with a predetermined width direction interval, And a pre-swirl tank non-formation area in which the pre-swirl tank is not formed, and a pump mounting seat corresponding to each of the plurality of pre-swirl tanks is provided in the pre-swirl tank formation area to suck the pump. In a retrofitted pre-swivel tank made of reinforced plastic installed at the bottom of the tank,
Hollow inside by bulging so that it can be seated at the bottom of the suction water tank on either the lower side of the pre-swirling tank non-forming area or the lower side of the pre-swirl tank forming area excluding the lower side of the mounting seat of the pump. A swelling portion provided with a portion is continuously provided, and an injection port for filling a hollow portion in the swelling portion with a substance having a specific gravity of 1 or more is openably and closably provided by a closing member, and the pre-swirl tank non-forming area is formed. A solid part that can be seated is formed on the bottom of the suction water tank without the need for placing mortar or concrete on the other side of the lower side of the pump and the lower side of the mounting seat of the pump in the pre-swirling tank formation area. A post-swivel pre-swivel tank made of reinforced plastic.
【請求項2】 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
を有して凹設された予旋回槽形成域と、複数の予旋回槽
が形成されていない予旋回槽非形成域とを有し、前記複
数の予旋回槽に各別に対応するポンプの載置座が予旋回
槽形成域に設けられて、ポンプの吸込水槽の底部に設置
される強化プラスチック製の後付式予旋回槽において、
前記予旋回槽非形成域の下側と予旋回槽形成域における
ポンプの載置座下側を除く下側に、前記吸込水槽の底部
に着座可能に膨出させて内部に中空部を設けた膨出部が
連設され、この膨出部内の中空部に比重1以上の物質を
充填する注入口が閉塞部材により開閉可能に設けられて
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。
2. A pre-swirl tank forming region in which a plurality of pre-swirl tanks into which suction ports of a plurality of pumps are respectively inserted are recessed at one side eccentric position with a predetermined width direction interval, And a pre-swirl tank non-formation area in which the pre-swirl tank is not formed, and a pump mounting seat corresponding to each of the plurality of pre-swirl tanks is provided in the pre-swirl tank formation area to suck the pump. In a retrofitted pre-swivel tank made of reinforced plastic installed at the bottom of the tank,
A hollow portion is provided inside the pre-swirling tank non-forming area and below the mounting seat of the pump in the pre-swirling tank forming area so as to swell so as to be seated at the bottom of the suction water tank. A swelling portion is continuously provided, and an injection port for filling a substance having a specific gravity of 1 or more is provided in a hollow portion in the swelling portion so as to be opened and closed by a closing member. Tank.
【請求項3】 前記閉塞部材による前記注入口の閉塞解
除時に、前記中空部に充填されている比重1以上の液体
を排出させる排出孔が膨出部における前記吸込水槽の底
部に着座する着座部に貫通形成されていることを特徴と
する請求項1または請求項2記載の強化プラスチック製
の後付け式予旋回槽。
3. A seating portion in which a discharge hole for discharging a liquid having a specific gravity of 1 or more filled in the hollow portion is seated on the bottom portion of the suction water tank in the bulging portion when the blockage member releases the blockage of the injection port. The post-pre-swirl tank made of reinforced plastic according to claim 1 or 2, wherein the post-swivel tank is made of reinforced plastic.
【請求項4】 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
を有して凹設された予旋回槽形成域と、複数の予旋回槽
が形成されていない予旋回槽非形成域とを有し、前記複
数の予旋回槽に各別に対応するポンプの載置座が予旋回
槽形成域に設けられて、ポンプの吸込水槽の底部に設置
される強化プラスチック製の後付式予旋回槽において、
前記予旋回槽非形成域の下側と予旋回槽形成域における
ポンプの載置座下側を除く下側にモルタルもしくはコン
クリートの打設不要で前記吸込水槽の底部に着座可能な
中実部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。
4. A pre-swirl tank forming region in which a plurality of pre-swirl tanks into which the suction ports of a plurality of pumps are individually inserted are recessed at one side eccentric position with a predetermined widthwise interval, And a pre-swirl tank non-formation area in which the pre-swirl tank is not formed, and a pump mounting seat corresponding to each of the plurality of pre-swirl tanks is provided in the pre-swirl tank formation area to suck the pump. In a retrofitted pre-swivel tank made of reinforced plastic installed at the bottom of the tank,
A solid part that can be seated on the bottom of the suction water tank without the need for placing mortar or concrete on the lower side of the pre-swirling tank non-forming area and the lower side of the mounting seat of the pump in the pre-swirling tank forming area A post-swivel pre-swivel tank made of reinforced plastic characterized by being formed.
JP1384296A 1996-01-30 1996-01-30 After installation type pre-turning tank made of reinforced plastic Pending JPH09209992A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1384296A JPH09209992A (en) 1996-01-30 1996-01-30 After installation type pre-turning tank made of reinforced plastic

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1384296A JPH09209992A (en) 1996-01-30 1996-01-30 After installation type pre-turning tank made of reinforced plastic

Publications (1)

Publication Number Publication Date
JPH09209992A true JPH09209992A (en) 1997-08-12

Family

ID=11844539

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1384296A Pending JPH09209992A (en) 1996-01-30 1996-01-30 After installation type pre-turning tank made of reinforced plastic

Country Status (1)

Country Link
JP (1) JPH09209992A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006307514A (en) * 2005-04-28 2006-11-09 Ebara Kiden Kk Pump mounting base and manhole pumping system
RU2716655C2 (en) * 2015-03-06 2020-03-13 КСБ Акциенгезельшафт Plastic container with flow guide component

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006307514A (en) * 2005-04-28 2006-11-09 Ebara Kiden Kk Pump mounting base and manhole pumping system
JP4602829B2 (en) * 2005-04-28 2010-12-22 株式会社荏原製作所 Pump mount and manhole pump device
RU2716655C2 (en) * 2015-03-06 2020-03-13 КСБ Акциенгезельшафт Plastic container with flow guide component

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