JPH0520402Y2 - - Google Patents

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Publication number
JPH0520402Y2
JPH0520402Y2 JP16442188U JP16442188U JPH0520402Y2 JP H0520402 Y2 JPH0520402 Y2 JP H0520402Y2 JP 16442188 U JP16442188 U JP 16442188U JP 16442188 U JP16442188 U JP 16442188U JP H0520402 Y2 JPH0520402 Y2 JP H0520402Y2
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JP
Japan
Prior art keywords
sludge
pit
cover
tank
concentrated slurry
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
JP16442188U
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Japanese (ja)
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JPH0286611U (en
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Priority to JP16442188U priority Critical patent/JPH0520402Y2/ja
Publication of JPH0286611U publication Critical patent/JPH0286611U/ja
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Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 この考案は上工水道排水処理設備の濃縮槽の汚
泥引抜ピツトでの濃縮スラリー排出時におけるシ
ヨートパスいわゆる「水みち」の発生を阻止する
ための装置に係る。
[Detailed Description of the Invention] This invention relates to a device for preventing the occurrence of short passes, so-called "water paths", during discharge of concentrated slurry from a sludge extraction pit of a thickening tank in a waterworks wastewater treatment facility.

〔従来の技術〕[Conventional technology]

一般に上工水道排水処理設備の濃縮槽は、前段
の水処理設備の規模、沈澱池排泥方式及び濃縮槽
以降の汚泥処理方式等により間歇式(数日或いは
数ケ月毎に受入れ)か、連続式(毎日受入れ)と
なるが、濃縮槽機能は 流入水に含まれる浮遊物、濁質分等の固液分
離(濃縮槽表面積〜分離面積) 分離沈降スラリーの濃縮促進による沈降スラ
リーの減容化(堆積圧密、レーキアーム、ブレ
ードによる固液置換の促進) 濃縮スラリーの貯留(固液分離を阻害しない
充分な槽容量) 等である。
In general, thickening tanks in waterworks water wastewater treatment equipment are either intermittent (receiving water every few days or months) or continuous, depending on the scale of the preceding water treatment equipment, the sedimentation tank drainage method, and the sludge treatment method after the thickening tank. The functions of the thickening tank are: Solid-liquid separation of suspended solids and turbid substances contained in the inflow water (thickening tank surface area - separation area) Reducing the volume of the sedimentation slurry by promoting concentration of the separated sedimentation slurry (Facilitation of solid-liquid replacement using pile consolidation, rake arms, and blades) Storage of concentrated slurry (sufficient tank capacity that does not impede solid-liquid separation), etc.

現在までに、分離沈降スラリーの濃縮促進に関
しては、固液置換を促進させるためのピゴツト
パイプ取り付け、2次濃縮部の設置、すなわち
ピツト拡大等の方策がなされている。第4図に、
濃縮槽の一般的形状を示しかつ流入水の固液分離
及び濃縮、排泥を説明する。
Up to now, measures have been taken to promote the concentration of the separated sedimentation slurry, such as installing a pit pipe to promote solid-liquid exchange, installing a secondary concentration section, or enlarging the pit. In Figure 4,
The general shape of a thickening tank is shown, and solid-liquid separation and thickening of inflow water, and sludge removal are explained.

流入水は原水流入管aによつて、駆動装置桟橋
架台bに固定された円筒状のフイードウエルc内
に流入される。次に流入水はフイードウエルc下
部開口部dから濃縮槽全面に放射状に流出される
と共に濃縮槽eの水面fに向つて上昇を始める。
流入水流速はフイードウエルcを出た時から流速
が急激に減じられた上昇流速にかわり、流入水に
含まれる比重の重い浮遊物、濁質分が上昇流速に
逆らつて分離沈降を始め、濃縮槽eの底部gへ到
達する。濃縮槽eの底部gに到達したスラリー
は、圧密とレーキアームh、ブレードi等による
微速移動、剪断によつて固液置換が促進され、ス
ラリー濃度が高められながら槽eの中心に設けら
れた汚泥引抜ピツトjへと移送される。
The inflowing water flows into a cylindrical feedwell c fixed to the driving device pier mount b through a raw water inflow pipe a. Next, the inflow water flows out radially from the lower opening d of the feed well c over the entire surface of the concentration tank and begins to rise toward the water surface f of the concentration tank e.
The flow rate of the inflow water is changed to an upward flow rate, which is rapidly reduced from the time it leaves Feedwell C, and suspended matter and turbidity with heavy specific gravity contained in the inflow water begin to separate and settle against the upward flow rate, resulting in concentration. It reaches the bottom g of tank e. The slurry that has reached the bottom g of the thickening tank e is solid-liquid exchanged by compaction, slow movement by the rake arm h, blade i, etc., and shearing, and the slurry concentration is increased while the sludge is deposited in the center of the tank e. It is transferred to the extraction pit j.

汚泥引抜ピツトjに移送されて来た濃縮スラリ
ーは、排泥される迄の間、汚泥引抜ピツトj内に
滞留され、かつ下部ブレードkで微速攪拌される
ことにより、更に固液置換がなされ、濃縮促進さ
れた濃縮スラリーとなる。
The concentrated slurry transferred to the sludge extraction pit j is retained in the sludge extraction pit j until it is drained, and is stirred at a low speed by the lower blade k, whereby solid-liquid replacement is further performed. This results in a concentrated slurry with accelerated concentration.

排泥管は汚泥引抜ピツトj内に濃縮滞留され
ていたスラリーを槽外に排出させるためのもの
で、図示しない汚泥引抜ポンプの吸込口に連結さ
れており、このポンプの吸込圧により、設定引抜
量を所定時間内に強制的に槽外に排出するもので
ある。
The sludge drainage pipe is for discharging the concentrated slurry accumulated in the sludge extraction pit j out of the tank, and is connected to the suction port of a sludge extraction pump (not shown). The amount is forcibly discharged out of the tank within a predetermined period of time.

〔考案が解決しようとする課題〕[The problem that the idea attempts to solve]

ところで排泥状態を考察すると、 (1) 濃縮槽eの底部g及び汚泥引抜ピツトj内に
濃縮スラリーが滞留。
By the way, considering the state of sludge drainage, (1) Concentrated slurry remains in the bottom g of the thickening tank e and in the sludge extraction pit j.

(2) レーキアームh、ブレードi及び下部ブレー
ドkは、スラリーの微速移動、前断及び掻き寄
せを目的とする。
(2) The purpose of the rake arm h, blade i, and lower blade k is to move the slurry at very low speed, cut it forward, and scrape it up.

(3) レーキアームh、ブレードi及び下部ブレー
ドkは、回転数が遅い(沈降スラリーを巻上げ
ない周速。
(3) Rake arm h, blade i, and lower blade k have low rotational speeds (peripheral speeds that do not hoist sedimented slurry).

(4) 濃縮スラリーの排出は短時間(1日数時間)
に多量に強制的に排出。
(4) Discharge of concentrated slurry takes a short time (several hours a day)
A large amount is forcibly discharged.

(5) 強制排出のために、排出口近傍の濃縮スラリ
ーは排出されるが、比重が軽く抵抗の小さいも
のを吸引する現象により、第5図に示すように
シヨートパスいわゆる「水みち」mができやす
い。
(5) Due to forced discharge, the concentrated slurry near the discharge port is discharged, but due to the phenomenon of suctioning objects with low specific gravity and low resistance, a short pass, so-called ``water path'' m, is created as shown in Figure 5. Cheap.

(6) 「水みち」mができると、低濃度スラリーと
レーキアームh、ブレードiにより掻き寄され
てきた濃縮汚泥を、交互に吸引するようにな
る。
(6) Once the "water path" m is created, the low-concentration slurry and the concentrated sludge raked up by the rake arm h and blade i will be alternately sucked up.

(7) 濃縮スラリーを安定して吸引できない。(7) Concentrated slurry cannot be sucked stably.

(8) 必要以上のスラリー排出をしなければ、汚泥
処理設備容量を満足させることができない。
(8) Unless more slurry is discharged than necessary, the capacity of the sludge treatment equipment cannot be satisfied.

以上に述べたところから、濃縮槽底部及び汚泥
引抜ピツト内の濃縮スラリーを高濃度で安定的に
吸引排出するためには、「水みち」ができにくい
状態にする必要がある。
From the above, in order to stably suction and discharge the concentrated slurry at the bottom of the thickening tank and in the sludge extraction pit at a high concentration, it is necessary to create a state in which "water channels" are difficult to form.

〔課題を解決するための手段〕 ここにおいてこの考案は、上工水道排水処理設
備の濃縮槽の汚泥引抜ピツト内に配設される下部
ブレードを取り付けた掻寄機主軸に、前記下部ブ
レードの真上において前記汚泥引抜ピツトを覆う
形状の陣笠状覆体を設け、この覆体には複数の固
液置換水上昇用スリツトを放射状に穿設すると共
に、この覆体の下面には濃縮スラリーを前記汚泥
引抜ピツトへの掻き寄せるための複数のブレード
を配設してなる濃縮槽の汚泥引抜ピツトにおける
シヨートパス防止装置を提案し、かつその実施に
当つて前記ブレードを渦巻き状に配設しかつ隣り
合うブレードの内端縁と外端縁とを放射方向にお
いて重複させることにより濃縮スラリーの逆流を
阻止しうるようにするものである。
[Means for Solving the Problems] Here, the present invention is to provide a main shaft of a scraper with a lower blade installed in a sludge extraction pit of a thickening tank of a waterworks wastewater treatment facility. A cap-like cover shaped to cover the sludge extraction pit is provided on the top, and a plurality of slits for raising the solid-liquid replacement water are radially bored in the cover, and the concentrated slurry is poured into the bottom of the cover. We propose a shot pass prevention device in a sludge extraction pit of a thickening tank, which is constructed by arranging a plurality of blades for scraping sludge into the sludge extraction pit, and in implementing the device, the blades are arranged in a spiral shape and adjacent to each other. The inner and outer edges of the blade overlap in the radial direction to prevent backflow of the concentrated slurry.

〔作用〕[Effect]

すなわちこの考案の上記構成からなる装置にお
いては、汚泥引抜ピツト内に配設される下部ブレ
ードの直上において前記汚泥引抜ピツトを覆う形
状の陣笠状の覆体を設け、この覆体に複数のスリ
ツトを放射状に穿設しかつこの覆体の下面に複数
のブレードを渦巻き状に配設することによつて、
固液置換による分離水は前記スリツトを介して上
昇させるとともに、流入、濃縮スラリーは逆流す
ることなく汚泥引抜ピツト内へ送り込まれるので
ある。
That is, in the device of this invention having the above-mentioned configuration, a cap-shaped cover having a shape that covers the sludge extraction pit is provided directly above the lower blade disposed in the sludge extraction pit, and a plurality of slits are formed in this cover. By drilling radially and arranging a plurality of blades in a spiral manner on the underside of this cover,
Separated water resulting from solid-liquid displacement is raised through the slit, and the inflow and concentrated slurry is sent into the sludge extraction pit without backflowing.

〔実施例〕〔Example〕

次にこの考案の実施例を第1図ないし第3図に
よつて説明する。なお原水流入管、フイードウエ
ルなど、この考案の説明において直接関係のない
部分の構成及び作用は図示及び説明を省略する。
Next, an embodiment of this invention will be explained with reference to FIGS. 1 to 3. Note that illustrations and explanations of the configurations and functions of parts that are not directly related to the explanation of this invention, such as the raw water inlet pipe and the feedwell, will be omitted.

濃縮槽1の底部2の中央には汚泥引抜ピツト3
が設けられ、この汚泥引抜ピツト3内には図示し
ない駆動装置によつて回転駆動される掻寄機主軸
4に連結した下部ブレード5が配設されており、
かつ汚泥引抜ピツト3の底部からは排泥管6が導
出されている。レーキアーム7及びブレード8が
取り付けられている前記掻寄機主軸4には、前記
下部ブレード5の直上において陣笠状覆体9が取
り付けられており、この覆体9は前記汚泥引抜ピ
ツト3を完全に覆う大きさを有すると共に、第2
図及び第3図に示すように、放射状に複数のスリ
ツト10が穿設されかつ下面に渦巻き状の形状の
複数のブレード11が取り付けられる。これらブ
レード11はその隣り合う同士の内端縁11aと
外端縁11bとが放射方向において互いに重複す
るような配置とするものである。
A sludge extraction pit 3 is located in the center of the bottom 2 of the thickening tank 1.
A lower blade 5 is provided in the sludge extraction pit 3 and is connected to a scraper main shaft 4 which is rotationally driven by a drive device (not shown).
A sludge drainage pipe 6 is led out from the bottom of the sludge extraction pit 3. The scraper main shaft 4, to which the rake arm 7 and the blade 8 are attached, is equipped with a canopy-like cover 9 directly above the lower blade 5, and this cover 9 completely covers the sludge extraction pit 3. It has a size that covers the second
As shown in the drawings and FIG. 3, a plurality of slits 10 are formed radially, and a plurality of spiral-shaped blades 11 are attached to the lower surface. These blades 11 are arranged so that the inner edges 11a and outer edges 11b of adjacent blades overlap each other in the radial direction.

上記構成において、レーキアーム7及びブレー
ド8並びに各ブレード11により掻き寄せられた
濃縮スラリーは、汚泥引抜ピツト3内で攪拌、剪
断され、固液置換された分離水は前記スリツト1
0を通過して上昇し、汚泥引抜ピツト3内の濃縮
スラリーは所定時間毎に排泥管6を介して排出す
る。
In the above configuration, the concentrated slurry raked by the rake arm 7, blade 8, and each blade 11 is stirred and sheared in the sludge extraction pit 3, and the separated water subjected to solid-liquid substitution is transferred to the slit 1.
The concentrated slurry in the sludge extraction pit 3 is discharged through the sludge drain pipe 6 at predetermined intervals.

なお実際上、前記覆体9を構成する骨組におい
て、汚泥引抜ピツト3に向けて、丸棒、板等12
を取り付けることにより、濃縮スラリーの攪拌、
剪断及び「水みち」破壊の作用を助長することが
できる。
In fact, in the framework constituting the covering body 9, a round bar, plate, etc. 12 is placed toward the sludge extraction pit 3.
Stirring of concentrated slurry by installing
Shearing and "water path" breaking effects can be facilitated.

〔考案の効果〕[Effect of idea]

上記構成からなるこの考案の装置によれば次の
ような効果が得られる。すなわち、 掻寄機主軸に直結できる簡単な構造である。
According to the device of this invention having the above configuration, the following effects can be obtained. In other words, it has a simple structure that can be directly connected to the raking machine main shaft.

汚泥引抜ピツトを完全に覆うことにより、流
入濃縮スラリーを閉じ込めると共に、「水みち」
の形成を阻止できる。
By completely covering the sludge extraction pit, you can trap the inflowing concentrated slurry and create a water path.
can prevent the formation of

固液置換時の分離水上昇用スリツトをもつて
いる。
It has a slit for raising separated water during solid-liquid replacement.

ブレード同士が重複し、流入濃縮スラリーが
逆流しない。
The blades overlap and the incoming concentrated slurry does not flow back.

汚泥引抜ピツト部分がブレード及び覆体によ
り室となる。
The sludge extraction pit part becomes a chamber with the blade and cover.

,から汚泥時には「水みち」ができにく
くなり、濃縮スラリーのみを排泥する。
, When sludge is produced, it becomes difficult to form a "water channel" and only concentrated slurry is discharged.

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

第1図はこの考案の装置を取り付けた濃縮槽の
断面図、第2図はこの考案の要部を示す拡大断面
図、第3図は第2図に示す部分の平面図、第4図
は従来の装置の断面図で、第5図はシヨートパス
(水みち)ができる状態を示す説明図である。 なお図において、1……濃縮槽、3……汚泥引
抜ピツト、4……掻寄機主軸、5……下部ブレー
ド、9……陣笠状覆体、10……スリツト、11
……ブレード、である。
Figure 1 is a sectional view of a concentration tank equipped with the device of this invention, Figure 2 is an enlarged sectional view showing the main parts of this invention, Figure 3 is a plan view of the part shown in Figure 2, and Figure 4 is FIG. 5 is a sectional view of a conventional device, and is an explanatory diagram showing a state in which a short path (water path) is formed. In the figure, 1... thickening tank, 3... sludge extraction pit, 4... main shaft of scraper, 5... lower blade, 9... cap-shaped cover, 10... slit, 11
...Blade.

Claims (1)

【実用新案登録請求の範囲】 (1) 上工水道排水処理設備の濃縮槽の汚泥引抜ピ
ツト内に配設される下部ブレードを取り付けた
掻寄機主軸に、前記下部ブレードの直上におい
て前記汚泥引抜ピツトを覆う形状の陣笠状覆体
を設け、この覆体には複数の固液置換水上昇用
スリツトを放射状に穿設すると共に、この覆体
の下面には濃縮スラリーを前記汚泥引抜ピツト
へ掻き寄せるための複数のブレードを配設して
なる濃縮槽の汚泥引抜ピツトにおけるシヨート
パス防止装置。 (2) 前記ブレードを渦巻き状に配設しかつ隣り合
うブレードの内端縁と外端縁とを放射方向にお
いて重複させることにより濃縮スラリーの逆流
を阻止しうるようにした請求項1記載の濃縮槽
の汚泥引抜ピツトにおけるシヨートパス防止装
置。
[Scope of Claim for Utility Model Registration] (1) The sludge pulling machine is installed on a scraper main shaft with a lower blade installed in a sludge drawing pit of a thickening tank of a waterworks water wastewater treatment facility, and the sludge drawing machine is installed directly above the lower blade. A cap-like cover shaped to cover the pit is provided, and a plurality of slits for raising solid-liquid water displacement are radially bored in the cover, and the bottom surface of the cover is used to scrape the concentrated slurry into the sludge extraction pit. A shot pass prevention device in a sludge extraction pit of a thickening tank, which is equipped with a plurality of blades for gathering sludge. (2) The concentrate according to claim 1, wherein the blades are arranged in a spiral shape and the inner and outer edges of adjacent blades overlap in the radial direction so that backflow of the concentrated slurry can be prevented. Short pass prevention device in the sludge extraction pit of a tank.
JP16442188U 1988-12-21 1988-12-21 Expired - Lifetime JPH0520402Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16442188U JPH0520402Y2 (en) 1988-12-21 1988-12-21

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16442188U JPH0520402Y2 (en) 1988-12-21 1988-12-21

Publications (2)

Publication Number Publication Date
JPH0286611U JPH0286611U (en) 1990-07-09
JPH0520402Y2 true JPH0520402Y2 (en) 1993-05-27

Family

ID=31450015

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16442188U Expired - Lifetime JPH0520402Y2 (en) 1988-12-21 1988-12-21

Country Status (1)

Country Link
JP (1) JPH0520402Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4138997B2 (en) * 1999-04-02 2008-08-27 前澤工業株式会社 Mud structure of sedimentation basin

Also Published As

Publication number Publication date
JPH0286611U (en) 1990-07-09

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