JPH0746323Y2 - Nozzle structure of sediment transfer device - Google Patents

Nozzle structure of sediment transfer device

Info

Publication number
JPH0746323Y2
JPH0746323Y2 JP2224390U JP2224390U JPH0746323Y2 JP H0746323 Y2 JPH0746323 Y2 JP H0746323Y2 JP 2224390 U JP2224390 U JP 2224390U JP 2224390 U JP2224390 U JP 2224390U JP H0746323 Y2 JPH0746323 Y2 JP H0746323Y2
Authority
JP
Japan
Prior art keywords
nozzle
sand
pressure water
main pipe
transfer device
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
JP2224390U
Other languages
Japanese (ja)
Other versions
JPH03115005U (en
Inventor
伊藤  隆
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 JP2224390U priority Critical patent/JPH0746323Y2/en
Publication of JPH03115005U publication Critical patent/JPH03115005U/ja
Application granted granted Critical
Publication of JPH0746323Y2 publication Critical patent/JPH0746323Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 産業上の利用分野 本考案は下水処理施設や浄水施設などの水処理設備にお
ける沈殿物移送装置のノズル構造に関する。
TECHNICAL FIELD The present invention relates to a nozzle structure of a sediment transfer device in a water treatment facility such as a sewage treatment facility or a water purification facility.

従来の技術 従来、下水処理施設や浄水施設においては流入下水や取
水した原水から砂などの濁質分を除去する設備として沈
砂池が設けられている。そして、沈砂池には底部に堆積
した沈砂を沈砂ピットに移送する装置が設けられてお
り、沈殿物移送装置としては、フライトコンベア、スク
リューコンベア、ミーダなどの機械的動作により沈砂を
かき寄せる装置と、第5図に示すような沈砂池の底部に
設置したノズルから噴射する圧力水のジェット水流によ
って沈砂を移送するものであった。第5図において、ノ
ズル21は板体にノズル開口部22を形成したものであり、
圧力水主管23にノズル取付管24を介して設けられてい
る。
2. Description of the Related Art Conventionally, a sewage treatment facility or a water purification facility is provided with a sand basin as a facility for removing suspended matter such as sand from inflowing sewage or taken raw water. Then, the sand basin is provided with a device that transfers the sediment deposited at the bottom to the sand pit, and as the sediment transport device, a device that scrapes the sand by mechanical operation such as a flight conveyor, a screw conveyor, and a feeder. The settling sand was transferred by a jet stream of pressure water jetted from a nozzle installed at the bottom of the settling basin as shown in FIG. In FIG. 5, the nozzle 21 has a nozzle opening 22 formed in a plate,
The pressure water main pipe 23 is provided via a nozzle mounting pipe 24.

考案が解決しようとする課題 しかし、上記した従来のジェット水流により沈砂を移送
する装置を用いる沈砂池においては、ノズル21が堆積し
た沈砂25に埋没した場合に、ノズル21の開孔寸法より小
さい粉径の沈砂25がノズル21の内部に侵入して沈積し、
ノズル開孔部22を閉塞させる問題があった。また、ノズ
ル開口部22を閉塞せずとも圧力水主管23に侵入した沈砂
25が容易に外部に排出されず、圧力水主管23の内部に沈
砂25が堆積し続ける問題があった。
DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention However, in the sand basin using the device for transferring the sand by the conventional jet water flow described above, when the nozzle 21 is buried in the accumulated sand 25, the powder smaller than the opening size of the nozzle 21 is generated. Diameter settling sand 25 enters the inside of the nozzle 21 and deposits,
There was a problem of closing the nozzle opening 22. In addition, even if the nozzle opening 22 is not blocked, the settling sand that has entered the pressure water main pipe 23
25 was not easily discharged to the outside, and there was a problem that the settling sand 25 continued to accumulate inside the pressure water main pipe 23.

本考案は上記課題を解決するもので、沈砂によるノズル
開孔部の閉塞を防止することができるとともに、圧力水
主管内に侵入した沈砂を容易に排出することができる沈
殿物移送装置のノズル構造を提供することを目的とす
る。
The present invention solves the above-mentioned problems, and it is possible to prevent clogging of the nozzle opening due to sedimentation and to easily discharge the sediment that has entered the main pipe of the pressure water. The purpose is to provide.

課題を解決するための手段 上記課題を解決するために本考案は、原水が上流側から
下流側に向けて流通する沈砂池の底部近傍に設けられ、
上流側に向けて圧力水を噴射する沈殿物移送装置のノズ
ルにおいて、ノズルに圧力水を供給する圧力水主管の管
内面の最下位部とノズル開孔部の内周面の最下位部とが
水平方向に同一レベルで位置するように圧力水主管とノ
ズルを接続するとともに、ノズル開孔部の上方を覆うノ
ズル遮蔽板を設けた構成としたものである。
Means for Solving the Problems In order to solve the above problems, the present invention is provided in the vicinity of the bottom of a sand basin where raw water flows from an upstream side to a downstream side,
In the nozzle of the sediment transfer device that injects pressure water toward the upstream side, the lowest part of the inner surface of the pipe of the pressure water main pipe that supplies the pressure water to the nozzle and the lowest part of the inner peripheral surface of the nozzle opening are The pressure water main pipe and the nozzle are connected so as to be positioned at the same level in the horizontal direction, and a nozzle shielding plate that covers the upper portion of the nozzle opening is provided.

作用 上記した構成により、原水とともに沈砂池に流入した濁
質分は比重に基づく沈降速度に応じて順次に沈砂池底部
に沈降して沈砂として堆積する。
Action With the above-mentioned configuration, the suspended matter that has flowed into the sand basin together with the raw water sequentially settles on the bottom of the sand basin according to the sedimentation velocity based on the specific gravity and accumulates as sand.

このとき、ノズル遮蔽板によって沈砂の沈降が阻止さ
れ、ノズル遮蔽板の下方に沈砂が沈積せず、ノズル開孔
部への沈砂の侵入が抑制され、ノズル開孔部の閉塞が防
止さける。さらに、圧力水主管内に侵入した沈砂は、圧
力水主管における管内面の最下位部とノズル開孔部にお
ける内周面の最下位部とが水平方向に同一レベルで位置
しているので、圧力水噴射時に圧力水とともに容易に外
部に排出される。
At this time, the settling of the settling sand is prevented by the nozzle shield plate, the settled sand does not settle below the nozzle shield plate, the entry of the settled sand into the nozzle opening portion is suppressed, and the nozzle opening portion is prevented from being blocked. Further, since the settling sand that has entered the pressure water main pipe is located at the same level in the horizontal direction, the lowest part of the pipe inner surface of the pressure water main pipe and the lowest part of the inner peripheral surface of the nozzle opening are located at the same level. At the time of water injection, it is easily discharged outside together with the pressure water.

実施例 以下本考案の一実施例を図面に基づいて説明する。第1
図〜第4図において、沈砂池1は原水2が上流側から下
流側に流通する流路をなしており、沈砂池1の底部には
上流側に位置して沈砂ピット3が形成されるとともに、
沈砂ピット3に続く上流側には砂だまり部4が形成され
ている。そして、砂だまり部4の底部近傍に位置して複
数のノズル5が配置されており、ノズル5は薄板にノズ
ル開孔部6を形成したものである。このノズル開孔部6
は薄板の外側ほど流路断面積が狭くなるように、かつノ
ズル開孔部6の内周面と薄板の外面とがエッジαを形成
する刃形断面に成形されている。また、各ノズル5はノ
ズル取付管7を介して圧力水主管8に接続されており、
圧力水主管8における管内面の最下位部Aと、ノズル取
付管7における管内面の最下位部Bと、ノズル開孔部6
における内周面の最下位部Cとが水平方向に同一レベル
に位置している。さらに、圧力水主管8の途中には圧力
水ポンプ9が介装されている。そして、圧力主管8には
ノズル開孔部6の直上に位置してノズル開孔部10の周囲
を覆うノズル遮蔽板10が設けられている。
Embodiment An embodiment of the present invention will be described below with reference to the drawings. First
1 to 4, the sand basin 1 forms a flow path through which the raw water 2 flows from the upstream side to the downstream side, and at the bottom of the sand basin 1, a sand pit 3 is formed at the upstream side. ,
A sand pool 4 is formed on the upstream side of the sand pit 3. A plurality of nozzles 5 are arranged in the vicinity of the bottom of the sand pool portion 4, and the nozzle 5 is a thin plate having a nozzle opening portion 6 formed therein. This nozzle opening 6
Is formed so that the flow passage cross-sectional area becomes narrower toward the outer side of the thin plate, and the inner peripheral surface of the nozzle opening portion 6 and the outer surface of the thin plate have a blade-shaped cross section forming an edge α. Further, each nozzle 5 is connected to the pressure water main pipe 8 via a nozzle mounting pipe 7,
The lowest part A of the inner surface of the pressure water main pipe 8, the lowest part B of the inner surface of the nozzle mounting pipe 7, and the nozzle opening 6
And the lowermost portion C of the inner peripheral surface of are located at the same level in the horizontal direction. Further, a pressure water pump 9 is provided in the middle of the pressure water main pipe 8. Further, the pressure main pipe 8 is provided with a nozzle shielding plate 10 located immediately above the nozzle opening portion 6 and covering the periphery of the nozzle opening portion 10.

以下、上記構成における作用について説明する。沈砂池
1に流入した原水2は上流側から下流側に向けて流通
し、原水2とともに沈砂池1に流入した濁質分は比重に
基づく沈降速度に応じて順次砂だまり部4に沈降して沈
砂11として堆積する。このとき、ノズル遮蔽板10によっ
て沈砂11の沈降が阻止され、ノズル遮蔽板10の下方に沈
砂が沈積せず、ノズル開孔部6への沈砂の侵入が抑制さ
れ、ノズル開孔部6の閉塞が防止される。
The operation of the above configuration will be described below. Raw water 2 flowing into the sand basin 1 circulates from the upstream side to the downstream side, and the suspended matter that has flowed into the sand basin 1 together with the raw water 2 is sequentially settled in the sand accumulation part 4 according to the sedimentation velocity based on the specific gravity. It deposits as settling sand 11. At this time, the settling of the sand 11 is blocked by the nozzle shield plate 10, the settled sand does not settle below the nozzle shield plate 10, the entry of the settled sand into the nozzle openings 6 is suppressed, and the nozzle openings 6 are closed. Is prevented.

そして、適当期間ごとに、もしくは砂だまり部4に沈砂
11が適当量沈積したときに、圧力水ポンプ9を駆動して
圧力水12を圧力水管8に圧送し、ノズル取付管7を通し
てノズル5のノズル開孔部6から噴出させ、沈砂池1の
底部に沈積した沈砂11を圧力水12のジェット水流によっ
て沈砂ピット3に移送する。
Then, sand is settled at appropriate intervals or in the sand pool 4.
When 11 is deposited in an appropriate amount, the pressure water pump 9 is driven to pressure feed the pressure water 12 to the pressure water pipe 8 and eject it from the nozzle opening 6 of the nozzle 5 through the nozzle mounting pipe 7 to the bottom of the sand basin 1. The sand settled 11 is transferred to the sand set pit 3 by the jet water flow of the pressure water 12.

このとき、圧力水主管8の内部に侵入した沈砂11は、圧
力水主管8における管内面の最下位部Aとノズル取付管
7における管内面の最下位部Bとノズル開孔部6におけ
る内周面の最下位部Cとが水平方向に同一レベルで位置
しているので、圧力水噴射時に圧力水12とともに容易に
外部に排出される。また、ノズル開孔部6が刃形断面に
形成されているので沈砂12の粒子とノズル開孔部6とは
エッジαにおいて線接触するだけなので、沈砂12の排出
が容易なものとなる。
At this time, the settling sand 11 that has entered the inside of the pressure water main pipe 8 is the lowest portion A of the inner surface of the pressure water main pipe 8, the lowest portion B of the inner surface of the nozzle mounting pipe 7, and the inner circumference of the nozzle opening 6. Since the lowest part C of the surface is located at the same level in the horizontal direction, it is easily discharged to the outside together with the pressure water 12 at the time of pressure water injection. Further, since the nozzle openings 6 are formed in a blade-shaped cross section, the particles of the sediment 12 are only in line contact with the nozzle openings 6 at the edge α, so that the sediment 12 can be easily discharged.

考案の効果 以上述べたように本考案によれば、ノズル遮蔽板によっ
てノズル遮蔽板の下方への沈砂の沈積をしてノズル開孔
部への沈砂の侵入を抑制することにより、ノズル開孔部
の閉塞を防止することができる。さらに、圧力水主管に
おける管内面の最下位部と、ノズル開孔部における内周
面の最下位部とを水平方向に同一レベルで位置させるこ
とにより、圧力水主管内に侵入した沈砂を圧力水噴射時
に圧力水とともに容易に外部に排出することがてきる。
Advantageous Effects of Invention As described above, according to the present invention, the nozzle shield plate is used to deposit the sediment below the nozzle shield plate to prevent the sand from entering the nozzle aperture. Can be prevented. Furthermore, by arranging the lowest part of the inner surface of the pressure water main pipe and the lowest part of the inner peripheral surface of the nozzle opening at the same level in the horizontal direction, the settling sand that has entered the pressure water main pipe is It can be easily discharged to the outside together with the pressurized water at the time of jetting.

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

第1図は本考案の一実施例を示す全体構成図、第2図は
同実施例におけるノズル構造を示す縦断面図、第3図は
同平面図、第4図はノズルの縦断面図、第5図は従来の
ノズル構造を示す縦断面図である。 1……沈砂池、5……ノズル、6……ノズル開孔部、8
……圧力水主管、10……ノズル遮蔽板、A……圧力水主
管の管内面の最下位部、C……ノズル開孔部の内周面の
最下位部。
1 is an overall configuration diagram showing an embodiment of the present invention, FIG. 2 is a vertical sectional view showing a nozzle structure in the same embodiment, FIG. 3 is a plan view thereof, and FIG. 4 is a vertical sectional view of a nozzle. FIG. 5 is a vertical sectional view showing a conventional nozzle structure. 1 ... sand basin, 5 ... nozzle, 6 ... nozzle opening, 8
...... Pressure water main pipe, 10 ...... Nozzle shielding plate, A ...... Lowermost part of the inner surface of the pressure water main pipe, C ...... Lowermost part of the inner peripheral surface of the nozzle opening.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】原水が上流側から下流側に向けて流通する
沈砂池の底部近傍に設けられ、上流側に向けて圧力水を
噴射する沈殿物移送装置のノズルにおいて、ノズルに圧
力水を供給する圧力水主管の管内面の最下位部とノズル
開孔部の内周面の最下位部とが水平方向に同一レベルで
位置するように圧力水主管とノズルを接続するととも
に、ノズル開孔部の上方を覆うノズル遮蔽板を設けたこ
とを特徴とする沈殿物移送装置のノズル構造。
1. A nozzle of a sediment transfer device, which is provided in the vicinity of a bottom of a sand basin where raw water flows from upstream to downstream and injects pressure water toward the upstream side, supplies the pressure water to the nozzle. Connect the pressure water main pipe and nozzle so that the lowest part of the inner surface of the pressure water main pipe and the lowest part of the inner peripheral surface of the nozzle opening are located at the same level in the horizontal direction. A nozzle structure of a sediment transfer device, characterized in that a nozzle shield plate covering the upper part of the nozzle is provided.
JP2224390U 1990-03-06 1990-03-06 Nozzle structure of sediment transfer device Expired - Lifetime JPH0746323Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2224390U JPH0746323Y2 (en) 1990-03-06 1990-03-06 Nozzle structure of sediment transfer device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2224390U JPH0746323Y2 (en) 1990-03-06 1990-03-06 Nozzle structure of sediment transfer device

Publications (2)

Publication Number Publication Date
JPH03115005U JPH03115005U (en) 1991-11-27
JPH0746323Y2 true JPH0746323Y2 (en) 1995-10-25

Family

ID=31525258

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2224390U Expired - Lifetime JPH0746323Y2 (en) 1990-03-06 1990-03-06 Nozzle structure of sediment transfer device

Country Status (1)

Country Link
JP (1) JPH0746323Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3689162B2 (en) * 1995-11-17 2005-08-31 日立機電工業株式会社 Sand pumping device in sewage pond

Also Published As

Publication number Publication date
JPH03115005U (en) 1991-11-27

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