JPH0746388Y2 - Piping structure for sewage treatment - Google Patents

Piping structure for sewage treatment

Info

Publication number
JPH0746388Y2
JPH0746388Y2 JP6671093U JP6671093U JPH0746388Y2 JP H0746388 Y2 JPH0746388 Y2 JP H0746388Y2 JP 6671093 U JP6671093 U JP 6671093U JP 6671093 U JP6671093 U JP 6671093U JP H0746388 Y2 JPH0746388 Y2 JP H0746388Y2
Authority
JP
Japan
Prior art keywords
water level
discharge
level pipe
pipe part
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 - Lifetime
Application number
JP6671093U
Other languages
Japanese (ja)
Other versions
JPH0731184U (en
Inventor
良幸 濱田
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.)
Kato Construction Co Ltd
Original Assignee
Kato Construction Co 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 Kato Construction Co Ltd filed Critical Kato Construction Co Ltd
Priority to JP6671093U priority Critical patent/JPH0746388Y2/en
Publication of JPH0731184U publication Critical patent/JPH0731184U/en
Application granted granted Critical
Publication of JPH0746388Y2 publication Critical patent/JPH0746388Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Treatment Of Biological Wastes In General (AREA)
  • Physical Water Treatments (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本考案は、下水を処理する空気接
触暴気処理施設等における下水処理用の配管構造に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a piping structure for treating sewage in an air contact aeration treatment facility for treating sewage.

【0002】[0002]

【従来の技術】従来、この種の排水処理施設における河
川への処理水の排出は、一般的に水中の浮遊物質の流出
を防ぐために、越流堰を設けて上澄みのみを排出するよ
うにしており、例えば、図2に示すように貯留槽100
の堰101の上部に開設された排出口102に放流管1
03の上端を接続し、放流管103の下端の放流口10
4より河川等に排出するようにしている。前記放流管1
03は効率よく排出を行なわせるために、越流水位管部
105と放流水位管部106との間に落差を持たせ、両
水位管部を接続する落下管部107を垂直に設けてい
る。
2. Description of the Related Art Conventionally, in the discharge of treated water to a river in this kind of wastewater treatment facility, generally, in order to prevent the outflow of suspended solids in the water, an overflow weir is provided to discharge only the supernatant. And, for example, as shown in FIG.
The discharge pipe 1 is installed in the discharge port 102 opened above the weir 101.
03 of the discharge pipe 103 is connected to the upper end of the discharge pipe 103
It is designed to be discharged into rivers from 4. The discharge pipe 1
No. 03, in order to discharge efficiently, there is a drop between the overflow water level pipe part 105 and the discharge water level pipe part 106, and a drop pipe part 107 connecting both water level pipe parts is provided vertically.

【0003】[0003]

【考案が解決しようとする課題】ところで、下水中には
一般に家庭から流出するせっけん液が混入しており、こ
のような放流管103では処理水が落下管部107を落
下するときに空気が混入してせっけんの泡を発生させ、
この泡が放流口104から河川に流出して水面に浮遊
し、公害の発生原因となっていた。それ故に本発明は上
記課題を解決すべくなされたもので、放流口から河川に
放出される処理水にせっけんの泡が混らないようにした
下水処理用の配管構造を提供することを目的とする。
By the way, the sewage generally contains soap liquid flowing out of the household, and in such a discharge pipe 103, air is mixed when the treated water falls through the drop pipe portion 107. Then generate bubbles of soap,
The bubbles flowed out of the outlet 104 into the river and floated on the water surface, causing pollution. Therefore, the present invention has been made to solve the above problems, and an object of the present invention is to provide a piping structure for treating sewage, which prevents bubbles of soap from mixing with treated water discharged from a discharge port to a river. To do.

【0004】[0004]

【課題を解決するための手段】かかる目的を達成するた
めに本考案に係る下水処理用の配管構造は、処理槽の上
部に開設した排出口から延設される越流水位管部と該越
流水位管部より落差を持たせて配置した放流水位管部と
両水位管部とを接続する落下管部とからなり、処理槽内
の処理水を放流水位管部先端から河川へ排出するように
した配管構造において、前記越流水位管部と放流水位管
部との間に、一端が放流水位管部の管上面に接続され、
また他端が越流水位管部の管上面に接続されるバイパス
管を配置し、放流水位管部内のせっけんの泡をバイパス
管を介して越流水位管部内へ戻して排出するようにし
た。
In order to achieve the above object, a piping structure for treating sewage according to the present invention is provided with an overflow water level pipe portion extending from a discharge port formed at the upper part of a treatment tank and the overflow water level pipe portion. It consists of a discharge water level pipe part that is arranged with a head from the flow level pipe part and a drop pipe part that connects both water level pipe parts so that the treated water in the treatment tank is discharged from the tip of the discharge water level pipe part to the river. In the piping structure according to, between the overflow water level pipe part and the discharge water level pipe part, one end is connected to the pipe upper surface of the discharge water level pipe part,
Further, a bypass pipe whose other end is connected to the upper surface of the overflow water level pipe part is arranged so that bubbles of soap in the discharge water level pipe part are returned to the inside of the overflow water level pipe part through the bypass pipe and discharged.

【0005】[0005]

【作用】処理水が越流水位管部から落下管部に落下する
時、混入する空気によって発生したせっけんの泡を放流
水路管部においてバイパス管へ分離させる。分離された
せっけんの泡はバイパス管を上昇して越流水位管部へ戻
される。そして、せっけんの泡と分離された処理水は放
流水位管路の先端の放流口から河川へ排出される。
When the treated water falls from the overflow water level pipe part to the drop pipe part, soap bubbles generated by the mixed air are separated into a bypass pipe in the discharge water channel pipe part. The separated soap bubbles rise up the bypass pipe and are returned to the overflow water level pipe section. Then, the treated water separated from the soap bubbles is discharged into the river through the discharge port at the tip of the discharge water level conduit.

【0006】[0006]

【実施例】以下に本考案に係る下水処理用の配管構造の
一実施例を図面と共に説明する。図1において、1は越
流堰2で囲われた接触空気暴気処理施設における汚水の
貯留槽であり、越流堰2の上部位置に流出口3が開設さ
れている。4は貯留槽1の処理水(上澄み)を河川等に
放流させるべく、管路で構成される放流管である。この
放流管4は水平な越流水位管部4aと、垂直な落下管部
4bと、水平な放流水位管部4cとがほぼクランク形状
に連続形成されている。そして、越流水位管部4aの上
流端を前記流出口3に接続させ、放流水位管部4c下流
端の放流口5を河川に臨ませて設置され、両水位管部4
a,4cとの落差によって処理水を排出させる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the piping structure for treating sewage according to the present invention will be described below with reference to the drawings. In FIG. 1, reference numeral 1 denotes a wastewater storage tank in a contact air aeration treatment facility surrounded by an overflow weir 2, and an outlet 3 is provided at an upper position of the overflow weir 2. Reference numeral 4 is a discharge pipe constituted by a pipe line for discharging the treated water (supernatant) in the storage tank 1 to a river or the like. In this discharge pipe 4, a horizontal overflow water level pipe part 4a, a vertical drop pipe part 4b, and a horizontal discharge water level pipe part 4c are continuously formed in a substantially crank shape. Then, the upstream end of the overflow water level pipe portion 4a is connected to the outflow port 3 and the discharge port 5 at the downstream end of the discharge water level pipe portion 4c is installed facing the river.
The treated water is discharged by the difference between a and 4c.

【0007】しかして、6は放流管4の途中にその上下
両端を連通接続させて配置されるバイパス管である。該
バイパス管6はその下端6aを放流水位管部4cの中間
位置でその管上面に接続し、越流水位管部4aより高い
位置まで垂直に延出させた位置で水平に屈曲させ、上端
6bを越流水位管部4aの中間位置でその管上面に接続
した構成よりなる。なお、図中7は、処理槽1の上面に
張られたネットであり、これはせっけんの泡が周囲に飛
散するのを防止するためのものである。
Reference numeral 6 denotes a bypass pipe which is arranged in the middle of the discharge pipe 4 with its upper and lower ends communicating with each other. The bypass pipe 6 has its lower end 6a connected to the upper surface of the pipe at an intermediate position of the discharge water level pipe portion 4c, is bent horizontally at a position vertically extended to a position higher than the overflow water level pipe portion 4a, and has an upper end 6b. Is connected to the upper surface of the overflow water level tube portion 4a at an intermediate position. Reference numeral 7 in the drawing denotes a net stretched on the upper surface of the processing tank 1 for preventing bubbles of soap from scattering around.

【0008】本考案の下水処理用の配管構造は上記構成
からなり、流出口3から流出した処理水は、越流水位管
部4aから落下管部4bに落下するが、この際空気が混
入して中でせっけんの泡が多く発生し、この泡を含んだ
処理水はこのまま放流水位管部4cに達する。そして、
該放流水位管部4cでせっけんの泡のみがバイパス管6
内に入り順次押し上げられて上昇し、そのまま越流水位
管部4aに戻される。また、せっけんの泡と分離された
処理水は放流口5より河川へ排出される。このように、
せっけんの泡はバイパス管6内を上昇する工程を繰り返
すか、又は流出口3から処理槽1の水面上に戻され自然
と消滅する。
The sewage treatment piping structure of the present invention is constructed as described above, and the treated water flowing out from the outlet 3 falls from the overflow water level pipe portion 4a to the drop pipe portion 4b, but at this time air is mixed. A lot of soap bubbles are generated in the water, and the treated water containing the bubbles reaches the discharge water level pipe portion 4c as it is. And
In the discharge water level pipe portion 4c, only the bubbles of soap are bypass pipe 6
It enters inside and is pushed up sequentially and rises, and is returned to the overflow water level pipe part 4a as it is. The treated water separated from the soap bubbles is discharged into the river through the outlet 5. in this way,
The soap bubbles repeat the process of rising in the bypass pipe 6, or are returned to the water surface of the treatment tank 1 from the outflow port 3 and disappear naturally.

【0009】[0009]

【考案の効果】以上述べたように本考案の下水処理用の
配管構造は、処理槽から延設された放流管の途中にバイ
パス管を接続することによって放流管内で発生したせっ
けんの泡を分離させ、せっけんの泡のない処理水のみを
河川等に放流させるようにしたから、せっけんの泡によ
って惹き起こされていた河川の公害を防止することがで
きる。
As described above, the piping structure for treating sewage of the present invention separates the bubbles of soap generated in the discharge pipe by connecting the bypass pipe in the middle of the discharge pipe extending from the treatment tank. Since the treated water without bubbles of soap is discharged to the river, the pollution of the river caused by bubbles of soap can be prevented.

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

【図1】本考案の構成を示す断面図。FIG. 1 is a sectional view showing the configuration of the present invention.

【図2】従来例を示す断面図。FIG. 2 is a sectional view showing a conventional example.

【符号の説明】[Explanation of symbols]

1 処理槽 3 排出口 4a 越流水位管部 4b 落下管部 4c 放流水位管部 6 バイパス管 1 Treatment Tank 3 Discharge Port 4a Overflow Water Level Pipe 4b Drop Pipe 4c Discharge Water Level Pipe 6 Bypass Pipe

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 処理槽の上部に開設した排出口から延設
される越流水位管部と該越流水位管部より落差を持たせ
て配置した放流水位管部と両水位管部とを接続する落下
管部とからなり、処理槽内の処理水を放流水位管部先端
から河川へ排出するようにした配管構造において、 前記越流水位管部と放流水位管部との間に、一端が放流
水位管部の管上面に接続され、また他端が越流水位管部
の管上面に接続されるバイパス管を配置し、放流水位管
部内のせっけんの泡をバイパス管を介して越流水位管部
内へ戻すようにしたことを特徴とする下水処理用の配管
構造。
1. An overflow water level pipe part extending from a discharge port opened at the upper part of the treatment tank, and a discharge water level pipe part and both water level pipe parts arranged with a head from the overflow water level pipe part. In a piping structure that consists of a connecting drop pipe part and discharges the treated water in the treatment tank from the tip of the discharge water level pipe part to the river, between the overflow water level pipe part and the discharge water level pipe part, one end Is connected to the upper surface of the discharge water level pipe section and the other end is connected to the upper surface of the overflow water level tube section. A piping structure for sewage treatment, characterized by being returned to the inside of the main pipe section.
JP6671093U 1993-11-19 1993-11-19 Piping structure for sewage treatment Expired - Lifetime JPH0746388Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6671093U JPH0746388Y2 (en) 1993-11-19 1993-11-19 Piping structure for sewage treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6671093U JPH0746388Y2 (en) 1993-11-19 1993-11-19 Piping structure for sewage treatment

Publications (2)

Publication Number Publication Date
JPH0731184U JPH0731184U (en) 1995-06-13
JPH0746388Y2 true JPH0746388Y2 (en) 1995-10-25

Family

ID=13323758

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6671093U Expired - Lifetime JPH0746388Y2 (en) 1993-11-19 1993-11-19 Piping structure for sewage treatment

Country Status (1)

Country Link
JP (1) JPH0746388Y2 (en)

Also Published As

Publication number Publication date
JPH0731184U (en) 1995-06-13

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