JPH0544293U - Septic tank - Google Patents

Septic tank

Info

Publication number
JPH0544293U
JPH0544293U JP9641291U JP9641291U JPH0544293U JP H0544293 U JPH0544293 U JP H0544293U JP 9641291 U JP9641291 U JP 9641291U JP 9641291 U JP9641291 U JP 9641291U JP H0544293 U JPH0544293 U JP H0544293U
Authority
JP
Japan
Prior art keywords
tank
treated water
disinfectant
settling
upstream 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.)
Granted
Application number
JP9641291U
Other languages
Japanese (ja)
Other versions
JP2565654Y2 (en
Inventor
八郎 佐藤
丈衛 佐藤
広佳 中島
良人 北井
和之 本田
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 JP1991096412U priority Critical patent/JP2565654Y2/en
Publication of JPH0544293U publication Critical patent/JPH0544293U/en
Application granted granted Critical
Publication of JP2565654Y2 publication Critical patent/JP2565654Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Treatment Of Biological Wastes In General (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

(57)【要約】 【構成】 上流側の接触ばっ気槽Eからの処理水中の汚
泥を沈降させる沈殿槽1、沈殿槽1からの上澄み液を消
毒する消毒槽2を設け、沈殿槽1から消毒槽2への左右
越流路6の合流部に、固形の消毒剤を処理水に溶解させ
るための薬剤筒8を立設配置する浄化槽において、前記
合流部を、越流路6における合流部の上流側及び下流側
よりも深く形成してある。 【効果】 消毒剤の溶解効率を向上させることができ
る。その結果、例えば、処理水の流入量が減少したり、
温度が下がることがあったとしても、放流するべき処理
水の消毒剤濃度が常に所定の濃度に達するようにするこ
とができる。
(57) [Summary] [Structure] A settling tank 1 for settling sludge in the treated water from the contact aeration tank E on the upstream side, and a disinfecting tank 2 for disinfecting the supernatant liquid from the settling tank 1 are provided. In a septic tank in which a chemical pipe 8 for dissolving a solid disinfectant in treatment water is erected at the junction of the left and right crossover channels 6 into the disinfection tank 2, the junction is defined as the junction of the overflow channels 6. Is formed deeper than the upstream side and the downstream side. [Effect] The dissolution efficiency of the disinfectant can be improved. As a result, for example, the inflow of treated water decreases,
Even if the temperature may drop, the disinfectant concentration of the treated water to be discharged can always reach a predetermined concentration.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、上流側からの処理水中の汚泥を沈降させる沈殿槽、該沈殿槽からの 上澄み液を消毒する消毒槽を備え、前記沈殿槽から前記消毒槽への左右越流路の 合流部に、固形の消毒剤を処理水に溶解させるための薬剤筒を立設配置する浄化 槽に関する。 The present invention comprises a settling tank for settling sludge in the treated water from the upstream side, and a disinfecting tank for disinfecting the supernatant liquid from the settling tank. , A septic tank in which a chemical cylinder for vertically dissolving a solid disinfectant in treated water is installed.

【0002】[0002]

【従来の技術】[Prior Art]

従来の浄化槽は、薬剤筒を立設配置する越流路の前記合流部を越流路における 前記合流部の上流側及び下流側と同じ深さにしてあった。 ところが、浄化槽に流入する処理水の流量には変動があるので、このような構 成では、例えば、処理水の流量が小さくなると、越流路を流れる処理水の水深が 全体に浅くなるため、越流路の合流部に立設配置してある薬剤筒に収容された固 形消毒剤が処理水に対し充分な接触面積を保ち得なくなることがある。その結果 、消毒材の溶解量が不足し、放流するべき処理水における消毒剤の濃度が所定の 消毒剤濃度に達しない虞があった。 又、例えば、季節によって、処理水の温度が変わり、冬季には消毒剤の溶解速 度が落ち、処理水中に溶解する消毒剤が所定の濃度に達しない虞もあった。 In the conventional septic tank, the merging portion of the overflow passage in which the medicine cylinder is vertically arranged is set to the same depth as the upstream side and the downstream side of the merging portion in the overflow passage. However, since the flow rate of the treated water flowing into the septic tank fluctuates, in such a configuration, for example, if the flow rate of the treated water decreases, the depth of the treated water flowing through the overflow channel will become shallow as a whole. In some cases, the solid disinfectant contained in the chemical cylinder standingly installed at the confluence of the overflow channel cannot maintain a sufficient contact area with the treated water. As a result, the amount of disinfectant dissolved was insufficient, and the concentration of the disinfectant in the treated water to be discharged could not reach the prescribed disinfectant concentration. Further, for example, the temperature of the treated water changes depending on the season, the dissolution speed of the disinfectant decreases in winter, and the disinfectant dissolved in the treated water may not reach a predetermined concentration.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

そこで、本考案の目的は、例えば、処理水の流入量が減少したり、温度が下が ることがあったとしても、放流するべき処理水の消毒剤濃度が常に所定の濃度に 達するようにすることができる浄化槽を提供することにある。 Therefore, an object of the present invention is to ensure that the disinfectant concentration of the treated water to be discharged always reaches a predetermined concentration, even if the inflow amount of the treated water is decreased or the temperature is lowered. It is to provide a septic tank that can.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

この目的を達成するための本考案による浄化槽の特徴構成は、上流側からの処 理水中の汚泥を沈降させる沈殿槽、該沈殿槽からの上澄み液を消毒する消毒槽を 設け、前記沈殿槽から前記消毒槽への左右越流路の合流部に、固形の消毒剤を処 理水に溶解させるための薬剤筒を立設配置すると共に、前記合流部を、前記越流 路における前記合流部の上流側及び下流側よりも深く形成してあることにある。 To achieve this purpose, the septic tank according to the present invention is characterized by a settling tank for settling sludge in the treated water from the upstream side and a disinfecting tank for disinfecting the supernatant liquid from the settling tank. A chemical pipe for dissolving a solid disinfectant in the treatment water is erected at the confluence of the left and right overflow passages to the disinfection tank, and the confluence is connected to the junction of the overflow passage. It is formed deeper than the upstream side and the downstream side.

【0005】[0005]

【作用】[Action]

薬剤筒を立設配置する前記合流部を越流路における該合流部の上流側及び下流 側よりも深く形成することによって、前記合流部をその上流側及び下流側と同じ 深さにしてあった従来の構成による場合よりも、処理液に対して薬剤筒をより深 く浸漬する状態を常に保つことができる。その結果、処理水の流入量に変動があ り、これが減少することがあったとしても、薬剤筒に収容された固形の消毒剤を 常に処理水に充分接触させてこれに溶解させることができる。 By forming the merging portion in which the drug cylinder is erected and arranged deeper than the upstream side and the downstream side of the merging portion in the overflow channel, the merging portion has the same depth as the upstream side and the downstream side. It is possible to always keep the state in which the chemical cylinder is immersed deeper in the processing liquid than in the case of the conventional configuration. As a result, even if the inflow of treated water fluctuates and may decrease, the solid disinfectant contained in the chemical cylinder can always be in sufficient contact with the treated water to dissolve it. .

【0006】[0006]

【考案の効果】[Effect of the device]

つまり、合流部を深く形成してここに薬剤筒を立設させるようにするだけの簡 単な改良で、固形の消毒剤の溶解効率を向上させることができる。その結果、例 えば、処理水の流入量が減少したり、温度が下がることがあったとしても、放流 するべき処理水の消毒剤濃度が常に所定の濃度に達するようにすることができる 浄化槽を提供することができた。 That is, the dissolution efficiency of the solid disinfectant can be improved by a simple improvement in which the confluence portion is formed deep and the medicine cylinder is erected there. As a result, for example, even if the inflow of treated water decreases or the temperature drops, a septic tank that can ensure that the disinfectant concentration of the treated water to be discharged reaches a prescribed concentration at all times. Could be provided.

【0007】[0007]

【実施例】【Example】

以下、図面に基づいて本考案による浄化槽の実施例を説明する。 図1に示すように、この浄化槽は、上流側の接触ばっ気槽Eの底部から移流す る処理水中の汚泥を沈降分離させる沈殿槽1、該沈殿槽1から移流する上澄み液 を消毒する消毒槽2、消毒槽2からの処理水を一旦受け入れて滞留させ、混合後 放流するための放流水貯槽3、放流水貯槽3内の処理水を放流管4を介して放流 する放流ポンプ5を備えている。 図1〜図4に示すように、前記沈殿槽1から消毒槽2への左右越流路6の合流 部の深さは越流路6における前記合流部6の上流側及び下流側よりも深く形成し 、合流部の中央付近に薬剤筒8を立設配置してある。合流部の幅は薬剤筒8の径 よりも広く形成してある。 薬剤筒8には固形の消毒剤を収容し、この消毒剤が処理水と接触して溶解する ように、薬剤筒8の底部に近い周面に全周にわたって、処理水を出入させる複数 の長孔を形成してある。 沈殿槽2の上澄み液は左右の越流堰9に形成された複数のVノッチから越流路 6内に越流し、合流部で薬剤筒8内の消毒剤に接触して消毒剤を溶解させながら 消毒槽2内に流入するようにしてある。消毒槽2には、溶解した消毒剤が処理水 によく混ざり合うように、底部に流路を確保しながら隔壁10を設け、消毒槽2 に流入した処理水が、短絡することなく、この隔壁10の下を通り、溢流口11 から放流水貯槽3に溢流するようしてある。 放流水貯槽3には、図1に示すように、水位を自動的に管理するため、フロー ト12を用い、水面が上限水位HWLまで上がると放流ポンプ5が稼働し、放流 管4を介して処理水が放流され、水面が下限水位LWLまで下がると放流ポンプ が停止するようにしてある。放流ポンプ5の容量は、浄化槽の処理水流入量より も大きくすると共に、放流ポンプで揚水した処理水の一部は循環路14を介して 放流貯槽内に戻し、放流水貯槽内の処理水が充分混合され、処理水の消毒剤濃度 の時間的、空間的ばらつきが極力抑えられるようにしてある。 前記上限水位HWLは前記溢流口11よりも低く設定してあり、溢流口11は 前記越流路6の出口よりも低いレベルに設けてある。図中15は循環水の流量を 調整することにより放流ポンプ5の見かけのポンプ容量を調整するための流量調 整バルブである。 前記固形の消毒剤は、例えば、有効塩素含有量の高いイソシアヌール酸有機系 塩素剤を使用することができる。この消毒剤は、広く用いられる次亜塩素酸カル シウムと比較して、処理水に浸漬しても膨潤しにくいため、薬剤筒に収容された 薬剤の下部が処理水に溶解しても上部の薬剤が膨潤して下に落ちてこない所謂ブ リッジ現象を起こすことがないという点で優れているが、溶解速度が小さいため 、従来の浄化槽では、処理水の流入量に変動がある場合等、処理水の消毒剤濃度 が所定の濃度に達しない虞があった。 しかし、上記の構成によれば、この固形の消毒剤を用いて前記ブリッジ現象を 解消することができながら、例えば、浄化槽への処理水の流入量に変動があって も、処理水の消毒剤濃度が常に所定の濃度に達するようにすることができる。 An embodiment of a septic tank according to the present invention will be described below with reference to the drawings. As shown in Fig. 1, this septic tank is composed of a settling tank 1 for settling and separating sludge in the treated water that is transferred from the bottom of the contact aeration tank E on the upstream side, and a disinfection for disinfecting the supernatant liquid transferred from the settling tank 1. Equipped with a discharge water storage tank 3 for receiving treated water from the tank 2 and the disinfection tank 2 once, retaining it, mixing and discharging it, and a discharge pump 5 for discharging the treated water in the discharge water storage tank 3 through a discharge pipe 4. ing. As shown in FIGS. 1 to 4, the depth of the confluence portion of the left and right crossover channels 6 from the settling tank 1 to the disinfection tank 2 is deeper than the upstream and downstream sides of the confluence portion 6 in the overflow channel 6. The drug cylinder 8 is formed upright in the vicinity of the center of the merging portion. The width of the merging portion is formed wider than the diameter of the medicine tube 8. A solid disinfectant is housed in the medicine barrel 8, and a plurality of long and narrow treated water flows in and out over the entire circumference of the peripheral surface near the bottom of the medicine barrel 8 so that the disinfectant comes into contact with and dissolves in the treated water. A hole is formed. The supernatant liquid of the settling tank 2 overflows into the overflow channel 6 from a plurality of V notches formed in the left and right overflow weirs 9 and contacts the disinfectant in the medicine tube 8 at the junction to dissolve the disinfectant. However, it is designed to flow into the disinfection tank 2. The disinfectant tank 2 is provided with a partition wall 10 while ensuring a flow path at the bottom so that the dissolved disinfectant is well mixed with the treated water, so that the treated water flowing into the disinfectant tank 2 does not short-circuit. It passes under 10 and overflows from the overflow port 11 to the discharged water storage tank 3. As shown in FIG. 1, the discharge water storage tank 3 uses a float 12 to automatically manage the water level, and when the water level rises to the upper limit water level HWL, the discharge pump 5 operates and the discharge pipe 4 is used. When the treated water is discharged and the water level drops to the lower limit water level LWL, the discharge pump is stopped. The capacity of the discharge pump 5 is set to be larger than the amount of treated water flowing into the septic tank, and a part of the treated water pumped by the discharge pump is returned to the discharge storage tank via the circulation path 14 so that the treated water in the discharge water storage tank is It is mixed well and the temporal and spatial variation of the disinfectant concentration of the treated water is controlled as much as possible. The upper limit water level HWL is set lower than the overflow port 11, and the overflow port 11 is provided at a level lower than the outlet of the overflow channel 6. Reference numeral 15 in the figure is a flow rate adjusting valve for adjusting the apparent pump capacity of the discharge pump 5 by adjusting the flow rate of the circulating water. As the solid disinfectant, for example, an isocyanuric acid organic chlorine agent having a high effective chlorine content can be used. Compared to widely used calcium hypochlorite, this disinfectant does not easily swell even when immersed in treated water, so even if the lower part of the drug contained in the drug cylinder dissolves in the treated water, It is excellent in that it does not cause the so-called bridging phenomenon in which the chemical swells and does not fall to the bottom.However, since the dissolution rate is low, conventional septic tanks are subject to fluctuations in the inflow rate of treated water, etc. There was a risk that the disinfectant concentration of the treated water would not reach the prescribed concentration. However, according to the above configuration, while the solid disinfectant can be used to eliminate the bridge phenomenon, for example, the disinfectant for treated water does not change even if the amount of treated water flowing into the septic tank varies. It is possible for the concentration to always reach a predetermined concentration.

【0008】 尚、実用新案登録請求の範囲の項に図面との対照を便利にするために符号を記 すが、該記入により本考案は添付図面の構成に限定されるものではない。It should be noted that reference numerals are added to the claims of the utility model for convenience of comparison with the drawings, but the invention is not limited to the configurations of the accompanying drawings by the entry.

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

【図1】実施例における浄化槽の要部を示す説明図FIG. 1 is an explanatory diagram showing a main part of a septic tank according to an embodiment.

【図2】越流路付近の斜視図FIG. 2 is a perspective view near the overflow channel.

【図3】越流路の合流部付近の横断面図FIG. 3 is a cross-sectional view near the confluence of the overflow channel.

【図4】越流路の合流部付近の縦断面図FIG. 4 is a vertical cross-sectional view near the confluence of the overflow channel.

【符号の説明】[Explanation of symbols]

1 沈澱槽 2 消毒槽 6 越流路 8 薬剤筒 1 settling tank 2 disinfection tank 6 overflow channel 8 chemical tube

───────────────────────────────────────────────────── フロントページの続き (72)考案者 北井 良人 滋賀県甲賀郡甲西町高松2番地の1 株式 会社クボタ滋賀工場内 (72)考案者 本田 和之 滋賀県甲賀郡甲西町高松2番地の1 株式 会社クボタ滋賀工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Yoshito Kitai, 1 person at Takamatsu, Kosai-cho, Koga-gun, Shiga Prefecture, Kubota Shiga Plant (72) Inventor, Kazuyuki Honda, Takamatsu, Kosai-cho, Koga-gun, Shiga Prefecture 1 Inside the Kubota Shiga factory

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 上流側からの処理水中の汚泥を沈降させ
る沈殿槽(1)、該沈殿槽(1)からの上澄み液を消毒
する消毒槽(2)を備え、前記沈殿槽(1)から前記消
毒槽(2)への左右越流路(6)の合流部に、固形の消
毒剤を処理水に溶解させるための薬剤筒(8)を立設配
置する浄化槽であって、 前記合流部を、前記越流路(6)における前記合流部の
上流側及び下流側よりも深く形成してある浄化槽。
1. A settling tank (1) for settling sludge in treated water from the upstream side, and a disinfecting tank (2) for disinfecting a supernatant liquid from the settling tank (1), comprising: A septic tank in which a chemical pipe (8) for dissolving a solid disinfectant in treatment water is erected at the confluence of the left and right cross-flow channels (6) to the disinfection tank (2). Is formed deeper than the upstream side and the downstream side of the merging portion in the overflow channel (6).
JP1991096412U 1991-11-25 1991-11-25 Septic tank Expired - Fee Related JP2565654Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991096412U JP2565654Y2 (en) 1991-11-25 1991-11-25 Septic tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991096412U JP2565654Y2 (en) 1991-11-25 1991-11-25 Septic tank

Publications (2)

Publication Number Publication Date
JPH0544293U true JPH0544293U (en) 1993-06-15
JP2565654Y2 JP2565654Y2 (en) 1998-03-18

Family

ID=14164260

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991096412U Expired - Fee Related JP2565654Y2 (en) 1991-11-25 1991-11-25 Septic tank

Country Status (1)

Country Link
JP (1) JP2565654Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011092898A (en) * 2009-10-30 2011-05-12 Jfe Engineering Corp Ballast water treatment apparatus

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS519560U (en) * 1974-07-08 1976-01-23
JP3075893U (en) * 2000-08-28 2001-03-06 株式会社マルハマ Vehicle anti-theft device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS519560U (en) * 1974-07-08 1976-01-23
JP3075893U (en) * 2000-08-28 2001-03-06 株式会社マルハマ Vehicle anti-theft device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011092898A (en) * 2009-10-30 2011-05-12 Jfe Engineering Corp Ballast water treatment apparatus

Also Published As

Publication number Publication date
JP2565654Y2 (en) 1998-03-18

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