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JPH0474596A - Aeration tank - Google Patents

Aeration tank

Info

Publication number
JPH0474596A
JPH0474596A JP2188793A JP18879390A JPH0474596A JP H0474596 A JPH0474596 A JP H0474596A JP 2188793 A JP2188793 A JP 2188793A JP 18879390 A JP18879390 A JP 18879390A JP H0474596 A JPH0474596 A JP H0474596A
Authority
JP
Japan
Prior art keywords
side wall
outer peripheral
peripheral side
rubber sheet
tank
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
JP2188793A
Other languages
Japanese (ja)
Other versions
JP3054176B2 (en
Inventor
Masataka Ishibashi
石橋 正孝
Masao Maruyama
丸山 征男
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2188793A priority Critical patent/JP3054176B2/en
Publication of JPH0474596A publication Critical patent/JPH0474596A/en
Application granted granted Critical
Publication of JP3054176B2 publication Critical patent/JP3054176B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Farming Of Fish And Shellfish (AREA)
  • Treatment Of Biological Wastes In General (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

PURPOSE:To form an inexpensive aeration tank excellent in earthquake resistance and simple to assemble and disassemble by forming a flexible structure not connecting an outer peripheral side wall and a central fixing stand and pressing a rubber sheet to an installation surface such as the ground and the inner surface of the outer peripheral side wall by water pressure. CONSTITUTION:An outer peripheral side wall 4 is implanted in a loop-shape concrete base 3 and a plurality of foundation piles are driven in the center part of the conical circular installation surface surrounded by the outer peripheral side wall 4 and a flat disc-shape concrete fixing stand 5 is anchored thereon. A rubber sheet 6 with thickness of about 1 mm is closely applied to the bottom surface from the fixing stand to the inner perphery of the outer peripheral side wall 4 and the inner peripheral surface of the outer peripheral side wall 4 to form a tub-shape tank body. A ring-shape concrete press plate 7 is placed on the fixing stand 5 so as to press the rubber sheet 6 and the ring- shape aeration nozzle 8 connected to an air supply pipe 9 is arranged on the press plate 7. A deodorizing oxygen supply device 11 is arranged to the central part in the tank body at the position equal to the surface of the waste water in the tank.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、槽の底部より酸素を液中に噴出させる構造で
あって、例えば産業用排水処理や大型養殖漁業に適用で
きる曝気槽に関するものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to an aeration tank that has a structure in which oxygen is spouted into the liquid from the bottom of the tank, and is applicable to, for example, industrial wastewater treatment and large-scale aquaculture. It is.

〈従来の技術〉 一般に、下水や有機排水は、スクリーニングおよび沈澱
池で粗大な夾雑物や固形物を沈澱除去後にその溢流水を
曝気槽に導かれ、散気管による散気法または回転翼等に
よる機械攪拌法により曝気される。このような排水処理
設備に用いられる従来の曝気槽の殆んどは、鉄筋または
無筋のコンクリートにより製作されている。
<Prior art> In general, sewage and organic wastewater are screened and settled in a settling tank to remove coarse impurities and solids, and then the overflow water is led to an aeration tank, where it is diffused using an aeration method using an aeration pipe or a rotary blade. Aerated by mechanical stirring method. Most of the conventional aeration tanks used in such wastewater treatment equipment are made of reinforced concrete or unreinforced concrete.

〈発明が解決しようとする課題〉 然し乍ら、コンクリート製曝気槽は、大地に据付ける様
式であるため、−旦設置すると、移転や撤去が容易でな
く、設備費か高価である。しがも、大形のもの程地震や
長期地盤変動によりコンクリートに亀裂が生じ、漏水す
る欠点かあった。
<Problems to be Solved by the Invention> However, since the concrete aeration tank is installed on the ground, once it is installed, it is not easy to relocate or remove, and the equipment cost is high. However, larger structures had the disadvantage that earthquakes and long-term ground movements could cause cracks in the concrete, causing water leakage.

本発明はこのような課題を解消し、柔構造であって耐震
性に優れ、設備費か格段に安価で、しがも、必要に応じ
て容易に撤去や移転をすることかできる新規な曝気槽を
提供することを目的とするものである。
The present invention solves these problems by creating a new aeration system that has a flexible structure, has excellent earthquake resistance, has significantly lower equipment costs, and can be easily removed or relocated when necessary. The purpose is to provide a tank.

く課題を解決するための手段〉 本発明は、上記目的を達成するため、地面等の設置面上
にループ状外周基台を敷設し、その上に所定高さの外周
側壁を植設し、設置面上のループ状の中心部に偏平な固
定台を据付け、その固定台上から上記ループ状外周基台
の内周に至る底面および上気外周側壁の内周面に隙間無
くゴムシートを被覆して全体として略たらい形の槽を形
成し、上記固定台上にゴムシートを挟んでコンクリート
要理さえ板を載置し、その押さえ板上に曝気用ノズルを
配設固定し、その曝気用ノズルを槽外に設置した酸素供
給源に連通させる給気管を上記ゴムシートの内面に沿っ
て配管してなることを特徴としている。
Means for Solving the Problems> In order to achieve the above object, the present invention lays a loop-shaped outer peripheral base on an installation surface such as the ground, and plants an outer peripheral side wall of a predetermined height on it, A flat fixed base is installed in the center of the loop on the installation surface, and a rubber sheet is covered without any gaps on the bottom surface from the fixed base to the inner periphery of the loop-shaped outer peripheral base and the inner peripheral surface of the upper air peripheral side wall. A roughly tub-shaped tank is formed as a whole, and a concrete cathedral board is placed on the above-mentioned fixed base with a rubber sheet in between, and an aeration nozzle is arranged and fixed on the holding board. It is characterized in that an air supply pipe that communicates the nozzle with an oxygen supply source installed outside the tank is piped along the inner surface of the rubber sheet.

また、上記ループ状外周基台よりも上記固定台の上面が
低くなるよう構成するのか好ましい。
Further, it is preferable that the upper surface of the fixed base is lower than the loop-shaped outer peripheral base.

〈作用〉 外周側壁と中央の固定台とは連結されておらず、柔構造
になっているので、耐震性に優れている。
<Function> The outer peripheral side wall and the central fixed base are not connected and have a flexible structure, so it has excellent earthquake resistance.

ゴムシートは水圧により地面等の設置面と外周側壁内面
に押圧されるので、何らの接着、固着手段を要しない。
Since the rubber sheet is pressed against the installation surface such as the ground and the inner surface of the outer peripheral side wall by water pressure, no adhesive or fixing means is required.

また、コンクリート要理さえ板もその自重と水圧により
固定台上に押圧され、この押さえ板と固定台とによりゴ
ムシートが挟持される。従って、ゴムシートには取付孔
等が全くなく、漏水の危惧がない。
Further, the concrete catechism plate is also pressed onto the fixed base by its own weight and water pressure, and the rubber sheet is held between the press plate and the fixed base. Therefore, the rubber sheet has no mounting holes or the like, and there is no risk of water leakage.

〈実施例〉 以下、本発明の実施例について図面を参照しながら詳細
に説明する。
<Example> Hereinafter, an example of the present invention will be described in detail with reference to the drawings.

第1図は本発明の一実施例の縦断面図で、第2図はその
平面図を示す。この実施例では地面を設置面1とした場
合を示してあり、その設置面1下に松杭からなる基礎杭
2が打設され、その上にコンクリートによりループ状外
周基台3が敷設されている。この外周基台3は、幅が3
00mmで深さが150mmの断面積を有し、内径が約
14mの円形状になっている。この外周基台3上に、高
さか3500mmの鉄製の外周側壁4が植設されている
FIG. 1 is a longitudinal sectional view of an embodiment of the present invention, and FIG. 2 is a plan view thereof. This embodiment shows the case where the ground is the installation surface 1, and foundation piles 2 made of pine piles are driven under the installation surface 1, and a loop-shaped outer peripheral base 3 is laid on top of it with concrete. There is. This outer peripheral base 3 has a width of 3
It has a cross-sectional area of 00 mm and a depth of 150 mm, and has a circular shape with an inner diameter of about 14 m. On this outer peripheral base 3, an iron outer peripheral side wall 4 with a height of about 3500 mm is installed.

この外周側壁4で囲まれた円形の設置面1は、その中心
部分が外周部に対し約1m低くなったすり林状になって
おり、この中心部分に、松杭からなる複数本の基礎杭2
が打設され、その上に直径が5mの偏平円板状のコンク
リート製固定台5が据付けられている。
The circular installation surface 1 surrounded by the outer peripheral side wall 4 has a forest-like shape with the center part about 1 meter lower than the outer peripheral part. 2
A concrete fixing table 5 in the shape of an oblate disk with a diameter of 5 m is installed on top of the concrete.

この固定台5からループ状外周側壁4の内周に至る底面
および外周側壁4の内周面に、約1mmの厚さのゴムシ
ート6を隙間無く被覆されて、全体として略たらい形の
槽体が形成されている。尚、ゴムシート6は外周側壁4
の上端から約0.5mの長さだけ外部に折り返されてい
る。
The bottom surface from the fixing base 5 to the inner circumference of the loop-shaped outer circumferential side wall 4 and the inner circumferential surface of the outer circumferential side wall 4 are covered with a rubber sheet 6 with a thickness of about 1 mm without any gaps, so that the tank has an approximately tub-like shape as a whole. is formed. Note that the rubber sheet 6 is attached to the outer peripheral side wall 4.
It is folded back to the outside by a length of about 0.5 m from the top end.

固定台5上に、リング状のコンクリート要理さえ板7か
ゴムシート6を挟んで載置されており、更にリング状の
曝気用ノズル8が、押さえ板7上に配置され、且つ押さ
え板7に固設されたアンカーボルト(図示せず)により
固定されている。この曝気用ノズル8に連通連結された
給気管9が、ゴムシート6の内面に沿って槽外に導出す
るよう配管されて酸素供給源のブロアー送風機10に連
結されている。また、槽内中心部であって槽内に充満さ
れる排水等の液面の高さ位置に脱臭用酸素供給器11が
配設されている。
A ring-shaped concrete dome plate 7 or a rubber sheet 6 is placed on the fixed table 5, and a ring-shaped aeration nozzle 8 is placed on the holding plate 7. It is fixed by an anchor bolt (not shown) fixed to the. An air supply pipe 9 connected to the aeration nozzle 8 is piped along the inner surface of the rubber sheet 6 to lead out of the tank, and is connected to a blower 10 as an oxygen supply source. Further, a deodorizing oxygen supply device 11 is disposed at the center of the tank at a level above the level of the liquid such as waste water filling the tank.

この曝気槽は、コンクリート製のものと異なり安価な施
設費と短い工期で容易に組み立てでき、撤去や移転に際
しても、組み立て式であるために簡単に分解して移動さ
せることができる。
Unlike concrete aeration tanks, this aeration tank can be easily assembled at low facility costs and in a short construction period, and when removed or relocated, it can be easily disassembled and moved because it is an assembled type.

尚、上記実施例ではループ状外周基台3を平面円形とし
た場合を例示したが、方形等の設置場所に応じた任意な
形状に構成することができる。また、外周基台3と地面
との間にゴム板を設けて耐震性を更に向上させる構成と
することもできる。
In the above embodiment, the loop-shaped outer circumferential base 3 has a circular planar shape, but it can be configured to have any shape depending on the installation location, such as a square. Further, a rubber plate may be provided between the outer peripheral base 3 and the ground to further improve earthquake resistance.

更に、設置面は地面に限らず、建物内や建物の屋上等に
も設置することができる。
Furthermore, the installation surface is not limited to the ground, but can also be installed inside a building, on the roof of a building, etc.

〈発明の効果〉 以上のように本発明によると、最も水圧のかかる底面の
殆んどが地面等を利用し、その表面にゴムシートを被覆
しただけであるから、材料費か格段に少くてすみ、総重
量も格段に軽量化され、安価に製作することができると
ともに、撤去や移転に際しても、組み立て式であるため
に簡単に分解して移動させることができる。
<Effects of the Invention> As described above, according to the present invention, most of the bottom surface that receives the most water pressure uses the ground, and the surface is simply covered with a rubber sheet, so the material cost is significantly reduced. In addition, the total weight is significantly reduced and it can be manufactured at low cost, and since it is an assembly type, it can be easily disassembled and moved when removed or relocated.

また、外周側壁と中央の固定台とが連結されていない柔
構造になっているので、極めて耐震性に優れている。
Furthermore, since it has a flexible structure in which the outer peripheral side wall and the central fixed base are not connected, it has extremely excellent earthquake resistance.

更に、ゴムシートに取付用孔等の開口部が全(ないので
、漏水の恐れが全くなく、耐久性に優れたものであり、
前述の優れた耐震性とともに簡易な構成であるにもかか
わらず長期にわたり安定に使用できる。
Furthermore, there are no openings such as mounting holes in the rubber sheet, so there is no risk of water leakage, and it is highly durable.
In addition to the above-mentioned excellent earthquake resistance, it can be used stably for a long period of time despite its simple configuration.

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

第1図は本発明の一実施例の縦断面図、第2図は第1図
の平面図である。 7・・・コンクリート要理さえ板 8・・・曝気用ノズル 9・・・給気管 10・・・ブロアー送風機(酸素供給源)1・・・設置
面 3・・・ループ状外周基台 4・・・外周側壁 5・・・固定台 6・・・ゴムシート
FIG. 1 is a longitudinal sectional view of an embodiment of the present invention, and FIG. 2 is a plan view of FIG. 1. 7... Concrete dossier board 8... Aeration nozzle 9... Air supply pipe 10... Blower (oxygen supply source) 1... Installation surface 3... Loop-shaped outer peripheral base 4... ...Outer peripheral side wall 5...Fixing base 6...Rubber sheet

Claims (2)

【特許請求の範囲】[Claims] (1)地面等の設置面上にループ状外周基台を敷設し、
その上に所定高さの外周側壁を植設し、設置面上のルー
プ状の中心部に偏平な固定台を据付け、その固定台上か
ら上記ループ状外周基台の内周に至る底面および上気外
周側壁の内周面に隙間無くゴムシートを被覆して全体と
して略たらい形の槽を形成し、上記固定台上にゴムシー
トを挟んでコンクリート製押さえ板を載置し、その押さ
え板上に曝気用ノズルを配設固定し、その曝気用ノズル
を槽外に設置した酸素供給源に連通させる給気管を上記
ゴムシートの内面に沿って配管してなることを特徴とす
る曝気槽。
(1) Laying a loop-shaped peripheral base on the installation surface such as the ground,
An outer circumferential side wall of a predetermined height is planted on top of that, and a flat fixed base is installed at the center of the loop-shaped installation surface, and the bottom and top surfaces extending from the fixed base to the inner periphery of the loop-shaped outer circumferential base are A rubber sheet is coated on the inner peripheral surface of the outer circumferential side wall without any gaps to form an approximately tub-shaped tank as a whole, and a concrete holding plate is placed on the above-mentioned fixing table with the rubber sheet sandwiched in between, and the holding plate is placed on the holding plate. An aeration tank characterized in that an aeration nozzle is arranged and fixed in the tank, and an air supply pipe is arranged along the inner surface of the rubber sheet to connect the aeration nozzle to an oxygen supply source installed outside the tank.
(2)上記ループ状外周基台よりも上記固定台の上面が
低く構成されていることを特徴とする請求項(1)に記
載の曝気槽。
(2) The aeration tank according to claim (1), wherein the upper surface of the fixed base is configured to be lower than the loop-shaped outer peripheral base.
JP2188793A 1990-07-16 1990-07-16 Aeration tank Expired - Lifetime JP3054176B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2188793A JP3054176B2 (en) 1990-07-16 1990-07-16 Aeration tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2188793A JP3054176B2 (en) 1990-07-16 1990-07-16 Aeration tank

Publications (2)

Publication Number Publication Date
JPH0474596A true JPH0474596A (en) 1992-03-09
JP3054176B2 JP3054176B2 (en) 2000-06-19

Family

ID=16229899

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2188793A Expired - Lifetime JP3054176B2 (en) 1990-07-16 1990-07-16 Aeration tank

Country Status (1)

Country Link
JP (1) JP3054176B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008246332A (en) * 2007-03-29 2008-10-16 Kubota Corp Septic tank
CN102124989A (en) * 2011-01-26 2011-07-20 徐佳晶 Impeller-free aerator
CN106305571A (en) * 2016-08-03 2017-01-11 中国水产科学研究院黄海水产研究所 Ecological engineering arranging method for offshore fish type aquaculture ledge pond
WO2022263321A1 (en) * 2021-06-14 2022-12-22 Amfitop Solid Surface Products An aquafarming tank for growing water-living species and a method of constructing the aquafarming tank

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008246332A (en) * 2007-03-29 2008-10-16 Kubota Corp Septic tank
CN102124989A (en) * 2011-01-26 2011-07-20 徐佳晶 Impeller-free aerator
CN102124989B (en) 2011-01-26 2012-10-03 徐佳晶 Impeller-free aerator
CN106305571A (en) * 2016-08-03 2017-01-11 中国水产科学研究院黄海水产研究所 Ecological engineering arranging method for offshore fish type aquaculture ledge pond
WO2022263321A1 (en) * 2021-06-14 2022-12-22 Amfitop Solid Surface Products An aquafarming tank for growing water-living species and a method of constructing the aquafarming tank

Also Published As

Publication number Publication date
JP3054176B2 (en) 2000-06-19

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