JPH0753686Y2 - Settling tank - Google Patents

Settling tank

Info

Publication number
JPH0753686Y2
JPH0753686Y2 JP1989144575U JP14457589U JPH0753686Y2 JP H0753686 Y2 JPH0753686 Y2 JP H0753686Y2 JP 1989144575 U JP1989144575 U JP 1989144575U JP 14457589 U JP14457589 U JP 14457589U JP H0753686 Y2 JPH0753686 Y2 JP H0753686Y2
Authority
JP
Japan
Prior art keywords
water level
tank
settling tank
water
elbow
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 - Fee Related
Application number
JP1989144575U
Other languages
Japanese (ja)
Other versions
JPH0383605U (en
Inventor
英治 木村
Original Assignee
株式会社イナックス
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 株式会社イナックス filed Critical 株式会社イナックス
Priority to JP1989144575U priority Critical patent/JPH0753686Y2/en
Publication of JPH0383605U publication Critical patent/JPH0383605U/ja
Application granted granted Critical
Publication of JPH0753686Y2 publication Critical patent/JPH0753686Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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) この考案は、水処理施設における沈殿槽の改良に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to improvement of a settling tank in a water treatment facility.

(従来技術及びその課題) アパート,寮等における水処理施設においては、処理槽
及び沈殿槽等の槽容量は建築時に所定容量に設定される
が、後に種々の事情により槽容量又は槽の水深を変更し
たい場合がある。例えば活性汚泥法による水処理施設の
場合、水量の変化及び季節等で水温の高低差が生じ、そ
のような場合に容積負荷を変更したい時とか、実質流入
汚水負荷量(流入量×汚水濃度)の変動に伴い処理槽の
槽容量(処理量)を変更したい場合が生ずるのである。
(Prior art and its problems) In a water treatment facility in an apartment, a dormitory, etc., the tank capacity such as a treatment tank and a sedimentation tank is set to a predetermined capacity at the time of construction. I may want to change. For example, in the case of a water treatment facility using the activated sludge method, when there is a difference in the water temperature due to changes in the amount of water and the seasons, and in such cases when it is desired to change the volume load, the actual inflow wastewater load (inflow x wastewater concentration) There is a case where it is desired to change the tank capacity (processing amount) of the processing tank due to the fluctuation of.

第4図に示すような従来の水処理施設において、このよ
うな場合に、処理槽1の処理能力を変更させるためには
処理槽1の水位を調節する必要があり、このような場
合、例えば沈殿槽3の内壁面に周設されている樋状のV
ノッチ5を上下動させることにより水位を調節すること
ができるが、このVノッチ5の上下位置を変更させるた
めの改修工事は極めて困難であり、又、Vノッチ5の水
平レベル出し作業及びシール作業等を伴い、これらの作
業は非常に困難かつ面倒で、処理槽1の水位を変更させ
て処理能力を変更させることは極めて困難であるという
問題点があった。
In the conventional water treatment facility as shown in FIG. 4, in such a case, it is necessary to adjust the water level of the treatment tank 1 in order to change the treatment capacity of the treatment tank 1. In such a case, for example, A gutter-shaped V around the inner wall of the settling tank 3
Although the water level can be adjusted by moving the notch 5 up and down, the repair work for changing the vertical position of the V notch 5 is extremely difficult, and the horizontal leveling work and sealing work of the V notch 5 are also possible. As a result, there is a problem that these operations are extremely difficult and troublesome, and it is extremely difficult to change the water level of the treatment tank 1 to change the treatment capacity.

(課題を解決するための手段) 本考案は上記従来の問題点に鑑み案出したものであっ
て、極めて容易に処理槽の水位を上下させ、その処理能
力を変更させることのできる沈殿槽構造を提供せんこと
を目的とし、その要旨は、処理槽と移流管を介し連通さ
れた沈殿槽において、該沈殿槽内の前記移流管の先端部
には、沈殿槽の水面下にエルボを固設し、該エルボに、
上端開口が沈殿槽の水面より上方に位置する水位調整用
の水位パイプを着脱可能に立設したことである。
(Means for Solving the Problems) The present invention has been devised in view of the above-mentioned conventional problems, and a settling tank structure capable of changing the water level of the processing tank and changing its processing capacity extremely easily. The purpose of the present invention is to provide an elbow below the water surface of the settling tank at the tip of the advection tube in the settling tank, which is connected to the treatment tank through the advection tube. And to the elbow,
That is, a water level pipe for adjusting the water level whose upper end opening is located above the water surface of the settling tank is detachably installed.

(作用) 沈殿槽内の移流管の先端に固設されているエルボに対し
水位パイプを着脱可能に立設することにより、この水位
パイプにより容易に処理槽の水位を変更させることがで
き、例えば前記エルボ及び水位パイプを塩ビ管で形成し
ておけば、エルボに水位パイプを水密状に接続すること
ができ、大幅な改修工事を何ら必要とせず、容易に処理
槽の処理能力を変更させることができる。
(Operation) By installing the water level pipe detachably from the elbow fixed to the tip of the advection pipe in the settling tank, the water level in the treatment tank can be easily changed by this water level pipe. If the elbow and the water level pipe are made of PVC pipe, the water level pipe can be connected to the elbow in a watertight manner, and no major repair work is required, and the treatment capacity of the treatment tank can be easily changed. You can

(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。Embodiment An embodiment of the present invention will be described below with reference to the drawings.

第1図は水処理施設の概略構成図であり、アパート等か
らの汚水は先ず処理槽1内に流入される構造となってお
り、この処理槽1には移流管2が接続されており、この
移流管2の他端部は沈殿槽3内に連通されている。沈殿
槽3は底部が逆截頭円錐状又は逆截頭四角錐状に形成さ
れており、前記移流管2を介し処理槽1内の汚水を徐々
に内部に流入させることができるものとなっている。こ
の沈殿槽3の中央部には仕切状にセンターウエル4が配
設されており、このセンターウエル4内に前記移流管2
の先端部が開口されている。
FIG. 1 is a schematic configuration diagram of a water treatment facility, in which sewage from an apartment or the like first flows into the treatment tank 1, and a convection pipe 2 is connected to the treatment tank 1. The other end of the advection tube 2 is in communication with the settling tank 3. The bottom of the sedimentation tank 3 is formed in an inverted truncated cone shape or an inverted truncated quadrangular pyramid shape, and the waste water in the treatment tank 1 can be gradually introduced into the inside through the advection pipe 2. There is. A center well 4 is arranged in a partition shape in the center of the settling tank 3, and the advection tube 2 is placed in the center well 4.
Is open at the tip.

尚、本例においては、第2図に要部拡大図で示すよう
に、移流管2の先端部の沈殿槽3の水面下には塩ビ製の
エルボ6が水密状に固設されており、このエルボ6は先
端部が上方に開口し、このエルボ6に対し上方より、塩
ビ製パイプで構成され、上端開口が沈殿槽3の水面より
上方に位置する水位パイプ7を嵌め込み状に接続するこ
とができるものとなっている。
In this example, as shown in the enlarged view of the main part of FIG. 2, a PVC elbow 6 is fixed in a watertight manner below the surface of the settling tank 3 at the tip of the advection tube 2. The tip of this elbow 6 is opened upward, and a pipe made of polyvinyl chloride is connected to the elbow 6 from above, and a water level pipe 7 whose upper end opening is located above the water surface of the settling tank 3 is fitted and connected. It has become possible.

尚、図中5は第4図に示したものと同様なVノッチであ
る。
In the figure, 5 is a V notch similar to that shown in FIG.

例えば水位パイプ7の寸法の異なるものを複数本用意し
ておき、長い寸法の水位パイプ7をエルボ6に取り付け
ることにより、水位パイプ7の立設高さが高くなり、そ
の分、処理槽1の水位を高めることができ、処理槽1内
に流入させることのできる汚水量を増大させて処理槽1
の処理能力を増大させることができる。
For example, by preparing a plurality of water level pipes 7 having different sizes and attaching the water level pipe 7 having a long size to the elbow 6, the standing height of the water level pipe 7 is increased, and the height of the treatment tank 1 is increased accordingly. The water level can be raised, and the amount of sewage that can flow into the treatment tank 1 is increased to increase the treatment tank 1
The processing capacity of can be increased.

従って、実質流入汚水の増加等に伴い長さの長い水位パ
イプ7を簡易にエルボ6に取り付けて処理槽1の処理能
力を容易に増加させることができる。又、水位パイプ7
を寸法の短いものにすることにより、容易に処理槽1の
水位を減少させることができる。
Therefore, the water level pipe 7 having a long length can be easily attached to the elbow 6 to increase the treatment capacity of the treatment tank 1 with the increase of the substantially inflowing wastewater. Also, the water level pipe 7
The water level of the treatment tank 1 can be easily reduced by making the dimension of the tank shorter.

従って従来のように水位を変更させるためにVノッチ5
を改修工事により位置変更させる必要がなく、沈殿槽3
内のVノッチ5及びその他の配管部分を何ら改修工事等
することなく、極めて容易に処理槽1の水位を変更する
ことができる。
Therefore, in order to change the water level as before, the V notch 5
There is no need to relocate the location due to renovation work, and settling tank 3
The water level of the treatment tank 1 can be changed extremely easily without any repair work on the V notch 5 and other piping portions inside.

又、移流管2を通り沈殿槽3内に流入される汚水は、第
3図に要部拡大図で示すように、水位パイプ7の上端部
より吹き出されることとなり、汚水はセンターウエル4
内の汚水面を叩くように落下することとなるため、この
部分の汚水面上にスカムが発生することが良好に抑えら
れる。即ち、従来においては第5図に示すように、セン
ターウエル4内の汚水面上に気泡によりスカムSが溜
り、このスカムSがセンターウエル4を乗り越えて水質
を悪化させていたり、スカムS中で、蠅、蚊等の害虫が
繁殖し衛生上の問題があったりしたが、本例においては
スカムS内の気泡が落下する汚水により消滅して、スカ
ムSは沈殿槽3の底面側に良好に沈殿し、水質の悪化を
きたすことなく良好な処理機能を果たすことができる。
Further, the sewage flowing into the settling tank 3 through the advection pipe 2 is blown out from the upper end of the water level pipe 7 as shown in the enlarged view of the main part of FIG.
Since it falls like hitting the dirty water surface inside, it is possible to favorably suppress the generation of scum on the dirty water surface in this portion. That is, conventionally, as shown in FIG. 5, scum S accumulates on the sewage surface in the center well 4 due to bubbles, and the scum S gets over the center well 4 and deteriorates the water quality. , Pests such as flies and mosquitoes propagated and there was a problem in hygiene, but in this example, the bubbles in the scum S disappear due to the falling sewage, and the scum S is satisfactorily attached to the bottom side of the settling tank 3. It precipitates and can perform a good treatment function without deteriorating the water quality.

尚、本例の構造は、前記処理槽1及び沈殿槽3がコンク
リート製で形成されたものであっても、又、FRP等で形
成されたものであっても、何れの場合にも採用が可能で
ある。
In addition, the structure of this example may be adopted in any case, whether the treatment tank 1 and the precipitation tank 3 are made of concrete or FRP or the like. It is possible.

(考案の効果) 本考案は、処理槽と移流管を介し連通された沈殿槽にお
いて、該沈殿槽内の前記移流管の先端部には、沈殿槽の
水面下にエルボを固設し、該エルボに、上端開口が沈殿
槽の水面より上方に位置する水位調整用の水位パイプを
着脱可能に立設したことにより、エルボが水没している
ので、普段は水位パイプを付けない状態で通常水位で運
転することができ、処理槽の容量を変える時に、エルボ
に対し水位ハイプを容易に取り付けて処理槽の水位を変
えることができ、エルボに接続する水位パイプの長さを
変更することにより、容易に処理槽の水位を変更させて
処理能力を増減することができ、従来のように大規模な
改修工事を何ら必要とせず、極めて容易に水位の調節が
可能となる。
(Effect of the Invention) In the present invention, in a settling tank that is in communication with a treatment tank through an advection tube, an elbow is fixed at the tip of the advection tube in the settling tank below the water surface of the settling tank. Since the water pipe for adjusting the water level whose upper end opening is located above the water surface of the settling tank is detachably installed on the elbow, the elbow is submerged, so normally the water level pipe is not attached to the normal water level. It can be operated with, and when changing the capacity of the treatment tank, you can easily attach the water level hype to the elbow and change the water level of the treatment tank, and by changing the length of the water level pipe connected to the elbow, The water level in the treatment tank can be easily changed to increase or decrease the treatment capacity, and the water level can be adjusted extremely easily without requiring any large-scale renovation work as in the past.

また、水位パイプの上端は沈殿槽の水面上に開口してい
るため、移流管を通り沈殿槽内に流入される汚水は、水
位パイプの上端より噴き出されて汚水は沈殿槽の水面を
叩くように落下するため、汚水面上にスカムが発生する
ことを良好に抑えることができる。
Also, since the upper end of the water level pipe opens above the water surface of the settling tank, the sewage that flows into the settling tank through the advection pipe is ejected from the upper end of the water level pipe and taps the water surface of the settling tank. As described above, it is possible to favorably suppress the generation of scum on the dirty water surface.

また、さらに処理槽の水を抜く時に水位パイプを取り付
けておけば、汚水が沈殿槽から逆流することがない。
Further, if a water level pipe is attached when draining water from the treatment tank, sewage will not flow back from the settling tank.

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

図は本考案の一実施例を示し、第1図は水処理施設にお
ける処理槽と沈殿槽の概略構成図、第2図は沈殿槽内に
おける要部拡大構成図、第3図は第2図に対応した要部
で示す作用説明図、第4図は従来の水処理施設の構成
図、第5図は従来の水処理施設におけるスカムの発生状
態を示す説明図である。 1……処理槽、2……移流管 3……沈殿槽、4……センターウエル 5……Vノッチ、6……エルボ 7……水位パイプ
FIG. 1 shows an embodiment of the present invention, FIG. 1 is a schematic configuration diagram of a treatment tank and a sedimentation tank in a water treatment facility, FIG. 2 is an enlarged configuration diagram of main parts in the sedimentation tank, and FIG. 3 is FIG. FIG. 4 is an operation explanatory view showing a main part corresponding to FIG. 4, FIG. 4 is a configuration diagram of a conventional water treatment facility, and FIG. 5 is an explanatory view showing a scum generation state in the conventional water treatment facility. 1 ... Treatment tank, 2 ... Advection pipe, 3 ... Precipitation tank, 4 ... Center well, 5 ... V notch, 6 ... Elbow, 7 ... Water level pipe

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】処理槽と移流管を介し連通された沈殿槽に
おいて、該沈殿槽内の前記移流管の先端部には、沈殿槽
の水面下にエルボを固設し、該エルボに、上端開口が沈
殿槽の水面より上方に位置する水位調整用の水位パイプ
を着脱可能に立設したことを特徴とする沈殿槽。
1. A settling tank, which is in communication with a processing tank via an advection tube, wherein an elbow is fixed to the tip of the advection tube in the settling tank below the water surface of the settling tank, and the elbow has an upper end. A settling tank characterized in that a water level pipe for adjusting the water level whose opening is located above the water surface of the settling tank is detachably installed.
JP1989144575U 1989-12-14 1989-12-14 Settling tank Expired - Fee Related JPH0753686Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989144575U JPH0753686Y2 (en) 1989-12-14 1989-12-14 Settling tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989144575U JPH0753686Y2 (en) 1989-12-14 1989-12-14 Settling tank

Publications (2)

Publication Number Publication Date
JPH0383605U JPH0383605U (en) 1991-08-26
JPH0753686Y2 true JPH0753686Y2 (en) 1995-12-13

Family

ID=31691262

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989144575U Expired - Fee Related JPH0753686Y2 (en) 1989-12-14 1989-12-14 Settling tank

Country Status (1)

Country Link
JP (1) JPH0753686Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4724813B2 (en) * 2008-12-09 2011-07-13 三重県 Animal tethering device and animal tethering structure in farmland

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6316804U (en) * 1986-07-16 1988-02-04

Also Published As

Publication number Publication date
JPH0383605U (en) 1991-08-26

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