JPS6313743B2 - - Google Patents

Info

Publication number
JPS6313743B2
JPS6313743B2 JP59060308A JP6030884A JPS6313743B2 JP S6313743 B2 JPS6313743 B2 JP S6313743B2 JP 59060308 A JP59060308 A JP 59060308A JP 6030884 A JP6030884 A JP 6030884A JP S6313743 B2 JPS6313743 B2 JP S6313743B2
Authority
JP
Japan
Prior art keywords
sand
cleaning
sediment
tank
pipe
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
Application number
JP59060308A
Other languages
Japanese (ja)
Other versions
JPS60216813A (en
Inventor
Yoshiaki Sasagawa
Yasuo Tateishi
Hiroshi Itakura
Kunio Myasaka
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.)
Proterial Ltd
Original Assignee
Hitachi Metals Ltd
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 Hitachi Metals Ltd filed Critical Hitachi Metals Ltd
Priority to JP6030884A priority Critical patent/JPS60216813A/en
Publication of JPS60216813A publication Critical patent/JPS60216813A/en
Publication of JPS6313743B2 publication Critical patent/JPS6313743B2/ja
Granted legal-status Critical Current

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  • Separation Of Solids By Using Liquids Or Pneumatic Power (AREA)

Description

【発明の詳細な説明】 [従来の技術] この発明は主として下水処理場の沈砂池に使用
される沈砂の揚砂、洗浄装置に関するものであ
る。従来、沈砂池に沈砂を揚砂するには、バケツ
トコンベア方式、サンドポンプ方式、真空吸引方
式が主として使用されており、各々一長一短があ
つて、いずれの方式を使うかは、その時々の条件
により決定されていた。
DETAILED DESCRIPTION OF THE INVENTION [Prior Art] The present invention mainly relates to a sand lifting and cleaning device used in a settling basin of a sewage treatment plant. Conventionally, the bucket conveyor method, sand pump method, and vacuum suction method have been mainly used to pump sand into the settling pond, and each method has its advantages and disadvantages, and which method to use depends on the conditions at the time. It was determined by.

しかし最近においては下水処理場の用地確保、
周囲環境の厳しさから、強い臭気を出す沈砂池は
地下に埋設されることが多くなつてきた。
However, recently, land for sewage treatment plants has been secured,
Due to the harsh surrounding environment, settling ponds that emit a strong odor are increasingly being buried underground.

そして地下式沈砂池では、設置スペースが小さ
くて、しかも沈砂の搬出経路が比較的自由に設定
できる、サンドポンプ方式あるいは真空吸引方式
が主として使用されてきている。
In underground settling basins, the sand pump method or the vacuum suction method has been mainly used because the installation space is small and the transport route for the sand can be set relatively freely.

そして揚砂された沈砂には有機分あるいはしさ
が混在しており強い臭気を発生するため、これを
洗浄槽で洗浄して、砂、有機分、しさを分離し、
砂は埋立て、しさは埋立てあるいは焼却等により
処理していた。
The pumped sand contains organic matter or soy and produces a strong odor, so it is washed in a cleaning tank to separate the sand, organic matter, and soy.
Sand was disposed of by landfill, and debris was disposed of by landfill or incineration.

(特公昭59−43221) [発明が解決しようとする問題点] しかしサンドポンプ式の揚砂では、沈砂中に混
在する石片、鉄片等の回形物でブレードが破損し
たり、急速に摩耗してしまうという問題点があつ
た。
(Special Publication No. 59-43221) [Problems to be solved by the invention] However, in sand pump type sand pumping, the blades may be damaged due to circular objects such as stone chips and iron pieces mixed in the sand, and the blades may wear out rapidly. There was a problem with this.

また、下水の沈砂の搬送はほとんどコンベアで
行なつており、その臭気、飛散防止の対策として
コンベアをカバーで覆つてはいるが、メンテナン
ス上の観点から気密性、水密性をもたせるもので
はなく臭気、汚水の飛散が依然として発生すると
いう問題点もあつた。
In addition, most of the sewage sediment is transported using conveyors, and although the conveyor is covered with a cover to prevent odors and scattering, from a maintenance perspective, it does not provide airtightness or watertightness, and the odor However, there was also the problem that sewage still spattered.

本発明の目的は沈砂中に固形物があつても支障
なく揚砂を行なうことができ、しかも臭気のもれ
や、沈砂の飛散をほぼ完全に防止する沈砂の搬送
貯留方を提供するものである。
An object of the present invention is to provide a method for transporting and storing sediment that allows sand to be lifted without any trouble even if solid matter is present in the sediment, and that almost completely prevents odor leakage and scattering of sediment. be.

[問題点を解決するための手段] 本発明はこのような欠点を解欠し、スムーズな
吸引をして水分離と搬送・貯留をトラブルなく成
す方法を目的とし提供する。その要旨とするとこ
ろは、真空装置とタンクとパイプを連通して設け
パイプの一端を下水沈砂の表装に臨んで設けパイ
プに送気し真空と送気によつて揚砂してタンクに
下水と共に貯留し、パドルと送気で撹拌して沈砂
を砂としさと有機分とに分離して浮遊し、タンク
内とゲートを介して連通するスクリユウコンベア
を設け、ゲートとスクリユウコンベアとの間隔に
除塵機を設けて浮遊のしさを除去し、スクリユウ
コンベアの水面近くに排水口を設けて浮遊の有機
分を下水と共に排水し、砂をスクリユウコンベア
で水切りしつつ処理砂留へ排出し、真空装置とホ
ツパとパイプを連通して設け、このパイプの一端
を処理砂留内に立設して送気し、真空と送気によ
つて揚砂してホツパ内に一時貯留することを特徴
とする。
[Means for Solving the Problems] The present invention aims to provide a method that eliminates these drawbacks and performs water separation, transportation, and storage without any trouble through smooth suction. The gist of this is that a vacuum device, a tank, and a pipe are connected, one end of the pipe is placed facing the surface of the sewage sediment, air is supplied to the pipe, the sand is lifted up by the vacuum and air, and the sewage is pumped into the tank. A screw conveyor is installed, which is stored and agitated with paddles and air supply to separate the sediment into sand, organic matter, and float. A screw conveyor is installed that communicates with the inside of the tank through a gate, and the gap between the gate and the screw conveyor is A dust remover is installed in the sand to remove floating particles, and a drainage port is installed near the water surface of the screw conveyor to drain the floating organic matter along with the sewage, and the sand is drained on the screw conveyor and discharged to the processing sand basin. A vacuum device, a hopper, and a pipe are provided in communication with each other, and one end of this pipe is placed upright in a processing sand basin to supply air, and the sand is lifted by the vacuum and air and temporarily stored in the hopper. Features.

[実施例] 本発明の実施例を第1図に基づいて説明する。
沈砂池の1Aの沈砂留2Aにほぼ垂立した吸引口
をもつたパイプ3Aを設けて真空タンク5にバル
ブ4Aを介して連通する。タンク5には内部と連
通する真空装置9とバドル撹拌機6とノズル管7
とドレンバルブ17を設ける。一方ブロワ8とノ
ズル管7と連通し、更にバルブ7Aを介してパイ
プ3Aの下端部と連通するようにエア管10Aを
設ける。タンク5内と連通する槽5Aにスクリユ
ウコンベヤ14を設け、タンク5との間隔にゲー
ト11とバースクリーンの付いた除塵機12を設
け、スクリユウコンベヤ14の水面13近くに排
水口15を設け下部にはドレンバルブ16を設け
る。スクリユウコンベヤ14の排出口14Aの下
方に処理砂留18を設け吸引口をもつたパイプ2
0を立設して内装しホツパ22内とパイプ20を
連通する。ホツパ22内と真空装置9を連通する
パイプ23を設け、一方パイプ20の下端部とブ
ロア8を連通するパイプ21を設ける。沈砂池1
Aが複数個ある場合には各々沈砂池1Bの沈砂留
2Bにパイプ3Bとバルブ4Bとバルブ7Bとエ
ア管10Bを並設する。
[Example] An example of the present invention will be described based on FIG. 1.
A pipe 3A having a substantially vertical suction port is provided in a settling basin 2A of a settling basin 1A, and is connected to a vacuum tank 5 via a valve 4A. The tank 5 has a vacuum device 9, a paddle agitator 6, and a nozzle pipe 7 communicating with the inside.
and a drain valve 17 are provided. On the other hand, an air pipe 10A is provided so as to communicate with the blower 8 and the nozzle pipe 7, and further communicate with the lower end of the pipe 3A via a valve 7A. A screw conveyor 14 is provided in a tank 5A communicating with the inside of the tank 5, a dust remover 12 with a gate 11 and a bar screen is provided in a space between it and the tank 5, and a drain port 15 is provided near the water surface 13 of the screw conveyor 14. A drain valve 16 is provided at the bottom. A pipe 2 with a suction port is provided with a processing sand sump 18 below the discharge port 14A of the screw conveyor 14.
0 is erected and installed internally, and the inside of the hopper 22 and the pipe 20 are communicated. A pipe 23 is provided to communicate the inside of the hopper 22 and the vacuum device 9, and a pipe 21 is provided to communicate the lower end of the pipe 20 and the blower 8. Sand basin 1
If there are a plurality of A's, a pipe 3B, a valve 4B, a valve 7B, and an air pipe 10B are arranged in parallel in each of the settling basins 2B of the settling basin 1B.

以上の構成に基づいて、沈砂留2Aの沈砂19
Aは真空装置9の吸引力によつてパイプ3Aとバ
ルブ4Aを介してタンク5へ下水と共に揚砂す
る。タンク内のバドル撹拌機6によつて機械撹拌
をすると共にブロワ8からの送気をノズル管7で
噴射してより強撹拌をする。ブロワ8の送気は一
方ではパイプ3Aの下部から上方へ空気泡として
沈砂19Aと下水と混気しながらタンク5へ排出
する。パイプ3A内は真空負圧(約−450mmHg)
と0.2Kg/cm2の空気正圧によつて下水を多く含む
沈砂19Aとしてタンク5へ揚砂する。空気の混
入により、その動圧と撹拌作用で真空吸引より揚
砂が大きくとれ、またより大形の固形物も容易に
吸揚げることができる。タンク5への送気切替は
バルブ7Aで成す。真空吸引中は混気してタンク
5へ排出し撹拌して二次処理した沈砂19は下水
と有機分としさ分とに分離し、ゲート11を開し
て排水口15から排水すると水流によつて除塵機
12のバースクリーンにしさ分が素子し排出す
る。除塵機12通の沈砂19Bはスクリユウコン
ベヤ14の下面に推積し水面13近くに有機分と
か細いしさ分が浮揚し各々をこの部分で分離す
る。タンク5内とスクリユウコンベヤ14部の清
浄排水はドレンバルブ17,16を経、排水口1
5の排水も沈砂池1Aへ排出する。
Based on the above configuration, the sand 19 of the sand settling basin 2A is
A is pumped with sewage into the tank 5 through the pipe 3A and the valve 4A by the suction force of the vacuum device 9. Mechanical stirring is performed by a paddle stirrer 6 in the tank, and air from a blower 8 is injected through a nozzle pipe 7 for stronger stirring. On the other hand, the air supplied by the blower 8 is discharged upward from the lower part of the pipe 3A into the tank 5 as air bubbles, mixed with the sediment 19A and sewage. Vacuum negative pressure inside pipe 3A (approximately -450mmHg)
Using positive air pressure of 0.2 kg/cm 2 , the sand is pumped into tank 5 as sediment 19A containing a large amount of sewage. By incorporating air, the dynamic pressure and stirring action allow for a larger amount of sand to be lifted than by vacuum suction, and larger solids can also be easily sucked up. Air supply to the tank 5 is switched by a valve 7A. During vacuum suction, mixed air is discharged into the tank 5, and the mixed and secondary treated sediment 19 is separated into sewage, organic matter, and sediment, and when the gate 11 is opened and drained from the drain port 15, water flow Then, the dust is collected on the bar screen of the dust remover 12 and discharged. The sediment 19B from the 12 dust removers is deposited on the lower surface of the screw conveyor 14, and organic matter and thin particles float near the water surface 13 and are separated from each other at this portion. Clean drainage from the tank 5 and the screw conveyor 14 passes through drain valves 17 and 16, and then to the drain port 1.
The wastewater from No. 5 is also discharged to the settling basin 1A.

スクリユウコンベヤ14内で沈砂19Bの水切
りをつつ上方へ傾斜して搬送して排出口14Aか
ら処理砂留18へ処理砂19Cを吸入して廃棄砂
19Dとして貯留する。パイプ20の下方部にブ
ロワ8の送気をし、真空と送気によつて混気した
処理砂19Cを揚砂する。ホツパ22内に貯留の
廃砂は適宜水切りをしてトラツク25へ排水し処
分地へと運搬する。
The sand 19B is drained and conveyed upward in the screw conveyor 14, and the treated sand 19C is sucked into the treated sand sump 18 from the discharge port 14A and stored as waste sand 19D. Air is sent from the blower 8 to the lower part of the pipe 20, and the treated sand 19C mixed with air by the vacuum and air is lifted. The waste sand stored in the hopper 22 is drained appropriately and drained into the truck 25, and transported to a disposal site.

[発明の効果] このように構成した本発明は沈砂池に推積した
沈砂の全てをスムーズに詰りなく揚砂し洗浄した
処理砂としてホツパに回収するので廃砂として処
分地を容易に求めることが出来るのである。
[Effects of the Invention] The present invention configured as described above smoothly lifts all of the sediment accumulated in the sand settling basin without clogging and collects it in the hopper as washed treated sand, making it easy to find a disposal site as waste sand. This is possible.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明のフローシステムを示す図。 2A,2B:沈砂、3A,3B:パイプ、5:
タンク、5A:槽、6:パドル撹拌機、7:ノズ
ル管、8:ブロワ、6:バドル撹拌機、7:ノズ
ル管、11:ゲート、12:除塵機、14:スク
リユウコンベヤ、18:処理砂留、20:パイ
プ、22:ホツパ、23:パイプ。
FIG. 1 is a diagram showing a flow system of the present invention. 2A, 2B: Sediment, 3A, 3B: Pipe, 5:
Tank, 5A: Tank, 6: Paddle stirrer, 7: Nozzle pipe, 8: Blower, 6: Paddle stirrer, 7: Nozzle pipe, 11: Gate, 12: Dust remover, 14: Screw conveyor, 18: Processing Sunadome, 20: Pipe, 22: Hotsupa, 23: Pipe.

Claims (1)

【特許請求の範囲】 1 下水の沈砂池の沈砂を揚砂して、洗浄タンク
で洗浄し、その中のし渣はスクリーンで除去し、
砂はスクリユーコンベアで水切りしながら搬出
し、有機分は洗浄排水と共に排出する 沈砂の搬送洗浄方法において、 沈砂を負圧状態にした洗浄タンクに連結した吸
引管で、真空吸引と空気吹き込みとを併用して洗
浄タンク内に揚砂し、それを洗浄タンクで撹拌洗
浄することを特徴とする沈砂の搬送洗浄方法。 2 撹拌洗浄は機械式撹拌と空気噴射とを併用し
たことを特徴とする特許請求の範囲第1項記載の
沈砂の搬送洗浄方法。 3 有機分を含んだ洗浄排水は沈砂池へ返送する
ことを特徴とする特許請求の範囲第1項記載の沈
砂の搬送洗浄方法。
[Claims] 1. Sediment from a sewage settling pond is lifted and washed in a washing tank, and the residue therein is removed with a screen.
The sand is carried out while being drained using a screw conveyor, and the organic components are discharged together with the cleaning waste water.In the sand transportation and cleaning method, vacuum suction and air blowing are performed using a suction pipe connected to a cleaning tank that puts the sediment under negative pressure. A method for conveying and cleaning sand, which is characterized in that the sand is pumped into a cleaning tank in combination, and the sand is agitated and cleaned in the cleaning tank. 2. The method for transporting and cleaning sediment as set forth in claim 1, wherein the stirring and cleaning uses a combination of mechanical stirring and air jetting. 3. The method for conveying and cleaning sediment according to claim 1, characterized in that the cleaning wastewater containing organic components is returned to the settling basin.
JP6030884A 1984-03-28 1984-03-28 Method for conveying and storing grit Granted JPS60216813A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6030884A JPS60216813A (en) 1984-03-28 1984-03-28 Method for conveying and storing grit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6030884A JPS60216813A (en) 1984-03-28 1984-03-28 Method for conveying and storing grit

Publications (2)

Publication Number Publication Date
JPS60216813A JPS60216813A (en) 1985-10-30
JPS6313743B2 true JPS6313743B2 (en) 1988-03-28

Family

ID=13138399

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6030884A Granted JPS60216813A (en) 1984-03-28 1984-03-28 Method for conveying and storing grit

Country Status (1)

Country Link
JP (1) JPS60216813A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005224788A (en) * 2004-01-13 2005-08-25 Asahi Tec Corp Sand sedimentation pond facility, removal method for sand using the same, and sand sedimentation pond
JP5067809B2 (en) * 2008-10-14 2012-11-07 大阪市 Sand settling equipment

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57131806A (en) * 1981-02-09 1982-08-14 Hitachi Ltd Waste heat recycling power generating plant
JPS5922662A (en) * 1982-07-28 1984-02-04 Ishikawajima Harima Heavy Ind Co Ltd Washing device for screenings, grit or the like

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57131806A (en) * 1981-02-09 1982-08-14 Hitachi Ltd Waste heat recycling power generating plant
JPS5922662A (en) * 1982-07-28 1984-02-04 Ishikawajima Harima Heavy Ind Co Ltd Washing device for screenings, grit or the like

Also Published As

Publication number Publication date
JPS60216813A (en) 1985-10-30

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