JPS644476Y2 - - Google Patents

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Publication number
JPS644476Y2
JPS644476Y2 JP1983107170U JP10717083U JPS644476Y2 JP S644476 Y2 JPS644476 Y2 JP S644476Y2 JP 1983107170 U JP1983107170 U JP 1983107170U JP 10717083 U JP10717083 U JP 10717083U JP S644476 Y2 JPS644476 Y2 JP S644476Y2
Authority
JP
Japan
Prior art keywords
pipe
tank
screen
support
oxidation 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.)
Expired
Application number
JP1983107170U
Other languages
Japanese (ja)
Other versions
JPS6017296U (en
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 filed Critical
Priority to JP1983107170U priority Critical patent/JPS6017296U/en
Publication of JPS6017296U publication Critical patent/JPS6017296U/en
Application granted granted Critical
Publication of JPS644476Y2 publication Critical patent/JPS644476Y2/ja
Granted legal-status Critical Current

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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

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  • Biological Treatment Of Waste Water (AREA)

Description

【考案の詳細な説明】 本考案は好気性微生物を着生させた充填材層に
BOD成分を含む被処理水と酸素を含む気体とを
流入し、生物学的酸化によつてBOD成分を除去
する固定床接触酸化槽に関するものである。
[Detailed explanation of the invention] This invention is based on a filler layer on which aerobic microorganisms are attached.
The present invention relates to a fixed bed catalytic oxidation tank in which treated water containing BOD components and gas containing oxygen are introduced and BOD components are removed through biological oxidation.

固定床接触酸化槽は砂利、砕石、ラシヒリン
グ、ハニカムチユーブ、網状体などからなる充填
材層の上部あるいは下部からBOD成分を含む被
処理水を流入するとともに、前記充填材層の下部
から酸素を含む気体を上昇流で流入し、当該充填
材層に着生した好気性微生物の働きによつて被処
理水中のBOD成分を生物学的に酸化除去するも
ので、活性汚泥処理装置と比較して運転管理が容
易であり、近年において有機性排水の処理装置と
して多く用いられるようになつてきた。なお当該
固定床接触酸化槽に用いる酸素を含む気体として
は一般に空気が用いられるが、場合によつては空
気中の窒素等を吸着剤で除去して酸素の含有量を
多くした酸素ガス等を用いられる。
A fixed bed contact oxidation tank receives water to be treated containing BOD components from the upper or lower part of a filler layer made of gravel, crushed stone, Raschig rings, honeycomb tubes, reticulated bodies, etc., and contains oxygen from the lower part of the filler layer. BOD components in the water to be treated are biologically oxidized and removed by the action of aerobic microorganisms that have grown on the filler layer by flowing gas in an upward flow. It is easy to manage, and in recent years it has come to be widely used as a treatment device for organic wastewater. Note that air is generally used as the oxygen-containing gas used in the fixed bed catalytic oxidation tank, but in some cases, oxygen gas, etc., whose oxygen content has been increased by removing nitrogen, etc. from the air with an adsorbent, is used. used.

従来の固定床接触酸化槽は第1図に示すごと
く、円形状あるいは矩形状の槽1に充填材層2を
形成し、当該充填材層2内の下部に原水管3に連
通する多数の穴を穿つた散水管4および空気管5
を介してブロワー6に連通する多数の穴を穿つた
散気管7をそれぞれ多数本埋設し、さらには充填
材層2の上方部に処理水管8に連通するトラフ9
を設けてなるもので、BOD成分を含む被処理水
を処理するにあたつては、原水管3を介して散水
管4の穴より被処理水を流入するとともに、ブロ
ワー6を駆動させて空気管5を介して散気管7の
穴より空気を流入する。このようにすると充填材
層2に着生した好気性微生物の活動により被処理
水中のBOD成分は生物学的に酸化され、BOD成
分を除去した処理水をトラフ9を介して処理水管
8より得ることができる。
As shown in FIG. 1, a conventional fixed bed catalytic oxidation tank has a filling layer 2 formed in a circular or rectangular tank 1, and a large number of holes communicating with raw water pipes 3 in the lower part of the filling layer 2. Water sprinkler pipe 4 and air pipe 5
A large number of diffuser pipes 7 each having a large number of holes are buried therein and communicate with the blower 6 via the troughs 9 which communicate with the treated water pipe 8 in the upper part of the filler layer 2.
When treating water containing BOD components, the water to be treated flows in through the hole in the sprinkler pipe 4 via the raw water pipe 3, and the blower 6 is driven to blow air. Air flows in through the hole in the diffuser pipe 7 via the pipe 5. In this way, the BOD components in the water to be treated are biologically oxidized by the activity of the aerobic microorganisms that have grown on the filler layer 2, and the treated water from which the BOD components have been removed is obtained from the treated water pipe 8 via the trough 9. be able to.

ところが、本装置を長期間運転していると充填
材層2の下部に埋設した散水管4あるいは散気管
7が破損したり、またはその穴が目詰まりしたり
する場合があり、当該散水管4あるいは散気管7
を点検、清掃あるいは交換しなければならなくな
る。この際充填材層2の充填材10を全て槽1外
に取り出さなくてはならず多大な労力と時間を必
要とし、さらには充填材10を取り出すことによ
り充填材10に着生した微生物膜が破壊され、再
起動時の運転に支障をきたしていた。また上記の
不具合を解消するため、第2図に示すように槽1
の下方部に充填材層2を支持するスクリーン11
を布設し、当該スクリーン11の下方部に空気管
5を介してブロワー6に連通する散気管7を設
け、さらにスクリーン11の下方部でかつ槽1の
側壁に原水管3を連通接続するとともにマンホー
ル12を設けて、当該マンホール12よりスクリ
ーン11の下方部に入り、散気管7の点検、清
掃、交換を行なうようにした固定床接触酸化槽も
あるが、例えば充填材10に砂利、砕石等を使用
した場合、スクリーン11は5000〜7500Kg/m2
いう多大な荷重を受けるため、スクリーン11を
支持する支持部材を数多く必要とし、その支持部
材や配管によりスクリーン11の下方部は極めて
作業性が悪くなり、さらにはスクリーン11の腐
食等による充填材10の落下の危険性もあり作業
者の安全にも問題があるという欠点を有してい
た。
However, if this device is operated for a long period of time, the water sprinkler pipe 4 or the aeration pipe 7 buried under the filler layer 2 may be damaged, or the holes thereof may become clogged. Or diffuser pipe 7
must be inspected, cleaned or replaced. At this time, all of the filler 10 in the filler layer 2 must be taken out of the tank 1, which requires a great deal of labor and time. Furthermore, by taking out the filler 10, the microbial film that has grown on the filler 10 is removed. It was destroyed, causing problems with operation when restarted. In addition, in order to eliminate the above-mentioned problems, as shown in Figure 2, the tank 1
A screen 11 supporting a filler layer 2 in the lower part of the
A diffuser pipe 7 is installed in the lower part of the screen 11 to communicate with the blower 6 via the air pipe 5, and a raw water pipe 3 is connected to the lower part of the screen 11 and to the side wall of the tank 1, and a manhole is installed. There is also a fixed bed contact oxidation tank that is equipped with a manhole 12 and enters the lower part of the screen 11 through the manhole 12 to inspect, clean, and replace the aeration pipe 7. When in use, the screen 11 receives a large load of 5,000 to 7,500 kg/m 2 , so a large number of supporting members are required to support the screen 11, and the lower part of the screen 11 is extremely difficult to work with due to the supporting members and piping. Furthermore, there is a danger that the filler 10 may fall due to corrosion of the screen 11, which poses a safety problem for workers.

本考案は上記欠点に鑑みてなされたものであ
り、固定床接触酸化槽におけ充填材層下方部に付
設した配管の点検、清掃、交換を容易にすること
を目的とするもので、好気性微生物をその表面に
着生させた充填材を充填し、当該充填材層に
BOD成分を含む被処理水と酸素を含む気体とを
流入し生物学的酸化によつてBOD成分を除去す
る固定床接触酸化槽において、前記充填材層を支
持し酸素を含む気体の流通が可能なスクリーン
を、当該酸化槽の底盤に間隔をあけて多数設けた
支持台により支持するとともに、当該スクリーン
と底盤と支持台で形成される空間部に散気管を設
け、かつ当該散気管を酸化槽の側壁より取り出し
自在としたことを特徴とする固定床接触酸化槽に
関するものである。
The present invention was developed in view of the above-mentioned drawbacks, and the purpose is to facilitate the inspection, cleaning, and replacement of the piping attached to the lower part of the packing material layer in a fixed bed catalytic oxidation tank. A filler with microorganisms attached to its surface is filled, and the filler layer is filled with
In a fixed bed catalytic oxidation tank in which treated water containing BOD components and gas containing oxygen are introduced and the BOD components are removed through biological oxidation, the packing material layer is supported and the gas containing oxygen can be circulated. A screen is supported by a number of support stands provided at intervals on the bottom of the oxidation tank, and an aeration pipe is provided in the space formed by the screen, the bottom plate, and the support, and the aeration pipe is connected to the oxidation tank. This invention relates to a fixed bed catalytic oxidation tank characterized in that it can be freely taken out from the side wall of the tank.

以下、本考案を図面に基づいて詳細に説明す
る。
Hereinafter, the present invention will be explained in detail based on the drawings.

第3図〜第6図は被処理水を上昇流で充填材層
に通水する上昇流式固定床接触酸化槽に本考案を
適用した例を示すもので、第3図はその縦断面説
明図、第4図は第3図のA−A′縦断面説明図、
第5図は一部切欠部分斜視説明図、第6図は散気
管7の支持具の一例を示す縦断面説明図であり、
上部に処理水管8に連通るトラフ9を有する槽1
の底盤13上に、その長さが槽1の全幅にわたる
細長い支持台14を間隔をあけて多数設置し、支
持台14と隣接する支持台14の間にできた空間
部15を覆蓋するごとく、支持台14を支持点と
してスクリーン11を布設し、当該スクリーン1
1の上に比較的粗大な砂利、あるいは砕石からな
る数十cmの高さの支持材層16を、さらにその上
に当該支持材層16に用いるものより細かい砂
利、あるいは砕石からなる通常3〜5mの高さの
充填材層2を形成する。全ての空間部15には空
気管5を介してブロワー6に連通する、通常、千
鳥状に多数の穴を穿つた散気管7を付設し、当該
散気管7につば状に固着したフランジ17を槽1
の側壁に埋設した埋込管18にボルト・ナツト
(図示せず)により固着することにより散気管7
を槽1外に取り出し自在に付設する。また空間部
15に連通する原水管3を槽1の側壁下部に設け
る。ここで支持台14はなるべく多数設け、空間
部15の数を多くし、空間部15内に設ける散気
管7と隣接する空間部15内の散気管7との中心
間距離を短かくすることによつて充填材層2への
空気の不供給部分をなくし空気の拡散を効率よく
行なうとともに、支持台14と隣接する支持台1
4の間に設けたスクリーン11の支持間隔も小さ
くしスクリーン11の強度に対して有利となるよ
うにする。一般には隣接する空間部15同士の中
心間距離を500mm以下に、空間部15の幅を400mm
以下に設計することにより上記の目的を達成する
ことができる。なお支持台14は、空間部15内
に設ける散気管7の穴からの空気を充填材層2の
全面に均一に分散させるため、なるべく等間隔に
設けることが望ましい。また支持台14は、底盤
13と一体構造に設けた方が施工上有利である。
ここでスクリーン11には、散気管7の穴から吐
出される空気を抵抗なく通すため、空隙率が大き
く頑強な例えば格子状のグレーチング等を使用す
るとよい。当該グレーチングは通常の被処理水の
場合は鉄、ステンレス製のものを使用するが、腐
蝕性の被処理水の場合はFRP、あるいは金属を
プラスチツクで被覆したもの等を使用する。また
支持材層16は上部の充填材10に砂利、砕石等
の小粒径のものを使用した場合に充填材10がス
クリーン11より落下するのを防ぐために設ける
もので、当該支持材19には充填材10より大き
い、かつスクリーン11の目開きより大きい粒径
の砂利、砕石等が用いられる。
Figures 3 to 6 show an example in which the present invention is applied to an upward flow type fixed bed contact oxidation tank in which the water to be treated passes through the filling material layer in an upward flow. Figure 4 is an explanatory view of the A-A' vertical section in Figure 3,
FIG. 5 is a partially cutaway perspective explanatory view, and FIG. 6 is a vertical cross-sectional explanatory view showing an example of a support for the air diffuser 7.
A tank 1 having a trough 9 connected to a treated water pipe 8 at the top
A large number of elongated support stands 14 whose length spans the entire width of the tank 1 are installed at intervals on the bottom plate 13 of the tank 1, so as to cover the space 15 formed between the support stands 14 and the adjacent support stands 14. The screen 11 is installed using the support stand 14 as a support point, and the screen 1
On top of 1 is a support layer 16 several tens of centimeters high made of relatively coarse gravel or crushed stone, and on top of that is a support layer 16 usually made of gravel or crushed stone that is finer than that used for the support layer 16. A filler layer 2 with a height of 5 m is formed. All the spaces 15 are provided with a diffuser pipe 7 which communicates with the blower 6 via the air pipe 5 and which usually has a large number of holes in a staggered manner. Tank 1
The diffuser pipe 7 is fixed by bolts and nuts (not shown) to the embedded pipe 18 buried in the side wall of the
is attached to the outside of tank 1 so that it can be taken out freely. Further, a raw water pipe 3 communicating with the space 15 is provided at the lower part of the side wall of the tank 1. Here, as many support stands 14 as possible are provided, the number of spaces 15 is increased, and the center-to-center distance between the air diffuser 7 provided in the space 15 and the air diffuser 7 in the adjacent space 15 is shortened. Therefore, the part where air is not supplied to the filler layer 2 is eliminated, air is diffused efficiently, and the support base 1 adjacent to the support base 14 is
The support interval of the screen 11 provided between the screens 1 and 4 is also made small, which is advantageous for the strength of the screen 11. Generally, the distance between the centers of adjacent spaces 15 is 500 mm or less, and the width of the spaces 15 is 400 mm.
The above objective can be achieved by the following design. In order to uniformly disperse the air from the holes of the air diffuser 7 provided in the space 15 over the entire surface of the filler layer 2, it is desirable that the supports 14 be provided at equal intervals as much as possible. Further, it is advantageous in terms of construction that the support stand 14 is provided integrally with the bottom board 13.
Here, for the screen 11, in order to allow the air discharged from the holes of the air diffuser tube 7 to pass through without resistance, it is preferable to use a strong material such as a grid-like grating having a large porosity. The grating is made of iron or stainless steel for normal water to be treated, but for corrosive water to be treated, FRP or metal covered with plastic is used. Further, the support material layer 16 is provided to prevent the filler 10 from falling from the screen 11 when a small particle size material such as gravel or crushed stone is used for the upper filler 10. Gravel, crushed stone, or the like having a particle size larger than the filler 10 and larger than the opening of the screen 11 is used.

本装置における被処理水の処理操作は次のよう
にして行なう。原水管3より被処理水を上昇流で
槽1内に流入するとともに、ブロワー6を駆動さ
せて空気管5を介して散気管7の穴より空気を流
入すると、充填材層2に着生した好気性微生物の
活動により被処理水中のBOD成分は生物学的に
酸化され、BOD成分を除去した処理水をトラフ
9を介して処理水管8より得ることができる。こ
のような処理操作を継続すると、微生物の肥大化
等により充填材層2が目詰まりを起こすので、定
期的に原水管3あるいは散気管7を介して洗浄水
およびまたは洗浄空気を流入して充填材層2の目
詰まりを解消する。また本装置の長期の運転によ
り散気管7が破損、目詰まりを起こしたら、槽1
内の水を抜き、埋込管18に固着したフランジ1
7を取り外し、散気管7を空間部15より槽1外
に取り出して点検、清掃あるいは交換を行ない、
再び空間部15に挿入してフランジ17を埋込管
18にボルト・ナツト(図示せず)により固着す
る。なお散気管7は、空間部15の中に付設され
特別の荷重を受けないので、加工性がよく、取り
扱いが簡単で、耐腐蝕性の塩化ビニル等の合成樹
脂管を使用することができる。また当該散気管7
をフランジあるいはカツプリング等を用いて長さ
方向に数点に分解可能に接合することにより、槽
1外に取り出す際、分解しながら取り出せば取り
出しスペースが少なくて済むので、埋込管18を
有する側壁の外側近傍に障害物がある場合に特に
有効である。さらには散気管7の取り出しあるい
は挿入を容易にするため、たとえば第6図に示す
ように散気管7に滑走足20をリブ21により補
強して付設し、当該滑走足20を底盤13に固着
したガイドレール22に嵌挿して摺動できるよう
に散気管7の支持具を設けるとよい。
The treatment operation of the water to be treated in this apparatus is carried out as follows. When the water to be treated flows upwardly into the tank 1 from the raw water pipe 3, and the blower 6 is driven to flow air through the hole in the diffuser pipe 7 through the air pipe 5, the particles that have settled on the filler layer 2 are BOD components in the water to be treated are biologically oxidized by the activity of aerobic microorganisms, and treated water from which BOD components have been removed can be obtained from the treated water pipe 8 via the trough 9. If such treatment operations are continued, the filler layer 2 will become clogged due to enlargement of microorganisms, etc., so cleaning water and/or cleaning air is periodically introduced through the raw water pipe 3 or the aeration pipe 7 to fill the filling layer. Eliminate clogging of material layer 2. In addition, if the diffuser pipe 7 becomes damaged or clogged due to long-term operation of this device, the tank 1
The flange 1 is fixed to the embedded pipe 18 after draining the water inside.
7, and take out the air diffuser 7 from the space 15 to the outside of the tank 1 for inspection, cleaning, or replacement.
It is inserted into the space 15 again and the flange 17 is fixed to the embedded tube 18 with bolts and nuts (not shown). Since the air diffuser pipe 7 is installed in the space 15 and is not subjected to any special load, it is possible to use a synthetic resin pipe made of vinyl chloride or the like, which has good workability, is easy to handle, and has corrosion resistance. In addition, the diffuser pipe 7
By using flanges, coupling rings, etc., to connect the tubes at several points in the length direction so that they can be disassembled, when taking them out of the tank 1, if you take them out while disassembling them, you can reduce the amount of space required for taking them out. This is particularly effective when there are obstacles near the outside of the area. Furthermore, in order to facilitate the removal or insertion of the air diffuser 7, sliding feet 20 are attached to the air diffuser 7, reinforced with ribs 21, as shown in FIG. It is preferable to provide a support for the diffuser tube 7 so that it can be fitted onto the guide rail 22 and slid thereon.

第7図〜第9図は被処理水を下降流で充填材層
に通水する下降流式固定床接触酸化槽に本考案を
適用した例を示すもので、第7図はその縦断面説
明図、第8図は第7図のB−B′縦断面説明図、
第9図は一部切欠部分斜視説明図であり、上部に
原水管3′を有する槽1の底盤13上に、台形状
の支持台14を縦方向、横方向それぞれ等間隔を
あけて規則正しく多数設置し、当該支持台14お
よび槽1の側壁を支持点として支持台14上の槽
1内全面にスクリーン11を布設し、当該スクリ
ーン11の上部に支持材層16を、さらにその上
部に充填材層2を形成する。またスクリーン11
と底盤13と支持台14で形成される空間部15
に空気管5を介してブロワー6に連通する多数の
穴を穿つた散気管7を、フランジ17および埋込
管18を介して槽1外に取り出し自在に付設する
とともに、当該空間部15に連通する処理水管
8′を槽1の側壁下部に設ける。
Figures 7 to 9 show an example in which the present invention is applied to a downward flow type fixed bed contact oxidation tank in which water to be treated passes through a filling layer in a downward flow, and Figure 7 is a longitudinal cross-sectional view of the tank. Figure 8 is an explanatory view of the longitudinal section taken along line B-B' in Figure 7;
FIG. 9 is a partially cutaway perspective explanatory view. On the bottom plate 13 of the tank 1 having the raw water pipe 3' at the top, a large number of trapezoidal support stands 14 are regularly spaced at equal intervals both in the vertical and horizontal directions. The screen 11 is installed on the entire surface of the tank 1 on the support stand 14 using the support stand 14 and the side wall of the tank 1 as support points, and the support material layer 16 is placed on the top of the screen 11, and the filler layer is further placed on the top of the screen 11. Form layer 2. Also screen 11
A space 15 formed by the bottom plate 13 and the support base 14
A diffuser pipe 7 having a large number of holes that communicates with the blower 6 via the air pipe 5 is attached to the tank 1 so that it can be freely taken out from the tank 1 via the flange 17 and the embedded pipe 18, and communicates with the space 15. A treated water pipe 8' is provided at the lower part of the side wall of the tank 1.

本装置における被処理水の処理操作は次のよう
にして行なう。原水管3′より被処理水を下降流
で流入するとともに、ブロワー6を駆動させて空
気管5介して散気管7の穴より空気を流入する
と、充填材層2に着生した好気性微生物の活動に
より被処理水中のBOD成分は生物学的に酸化さ
れ、BOD成分を除去した処理水を処理水管8′よ
り得ることができる。本装置の長期運転により散
気管7が破損、目詰まりを起こしたら、前述した
上昇流式固定床接触酸化槽と同様に散気管7を槽
1外に取り出して点検、清掃あるいは交換を行な
つて再び空間部15に挿入する。
The treatment operation of the water to be treated in this apparatus is carried out as follows. When the water to be treated flows downward from the raw water pipe 3' and the blower 6 is driven to flow air from the hole in the aeration pipe 7 through the air pipe 5, aerobic microorganisms that have settled on the filler layer 2 are removed. BOD components in the water to be treated are biologically oxidized by the activity, and treated water from which BOD components have been removed can be obtained from the treated water pipe 8'. If the air diffuser pipe 7 becomes damaged or clogged due to long-term operation of this device, remove the air diffuser pipe 7 from the tank 1 and inspect, clean, or replace it, as in the case of the upflow type fixed bed contact oxidation tank described above. Insert it into the space 15 again.

ここで第7図および第9図に示すごとく、支持
台14の側面に傾斜をつけて散気管7の穴から槽
1内に流入する空気の拡散を良くし、当該空気が
充填材層2の全面に均一に供給されるようにする
とよい。また第3図〜第9図においては空気管5
に連通する散気管7のみを空間部15内に付設し
た例を示したが、被処理水の散水あるいは処理水
の集水をよくするために、原水管3に連通する散
水管、あるいは処理水管8′に連通する集水管を、
空間部15内に散気管7と同様に槽1の側壁より
取り出し自在に付設してもよい。
Here, as shown in FIGS. 7 and 9, the side surface of the support base 14 is sloped to improve the diffusion of the air flowing into the tank 1 from the hole of the air diffuser 7, so that the air flows into the filler layer 2. It is best to ensure that it is evenly supplied over the entire surface. In addition, in FIGS. 3 to 9, the air pipe 5
Although an example is shown in which only the aeration pipe 7 that communicates with the raw water pipe 3 is installed in the space 15, in order to improve the sprinkling of the water to be treated or the collection of the treated water, it is necessary to install the aeration pipe 7 that communicates with the raw water pipe 3 or the treated water pipe. The water collection pipe connected to 8'
It may be installed in the space 15 so as to be freely removable from the side wall of the tank 1, similarly to the aeration pipe 7.

以上説明したように本考案の固定床接触酸化槽
によれば、充填材を取り出さずにあるいは固定床
接触酸化槽内に入ることなく簡単にしかも安全に
充填材層下方部に付設した配管の点検、清掃、交
換を行なうことができる。
As explained above, according to the fixed bed catalytic oxidation tank of the present invention, the piping attached to the lower part of the filler layer can be easily and safely inspected without taking out the filler or entering the fixed bed catalytic oxidation tank. , cleaning, and replacement.

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

第1図および第2図は従来の固定床接触酸化槽
の縦断面説明図、第3図〜第9図はいずれも本考
案装置の実施例を示すもので、第3図〜第6図は
上昇流式固定床接触酸化槽の実施例であり、第3
図は縦断面説明図、第4図は第3図のA−A′縦
断面説明図、第5図は一部切欠部分斜視説明図、
第6図は散気管の支持具の一例を示す縦断面説明
図、第7図〜第9図は下降流式固定床接触酸化槽
の実施例であり、第7図は縦断面説明図、第8図
は第7図のB−B′縦断面説明図、第9図は一部
切欠部分斜視説明図である。 1……槽、2……充填材層、3,3′……原水
管、4……散水管、5……空気管、6……ブロワ
ー、7……散気管、8,8′……処理水管、9…
…トラフ、10……充填材、11……スクリー
ン、12……マンホール、13……底盤、14…
…支持台、15……空間部、16……支持材層、
17……フランジ、18……埋込管、19……支
持材、20……滑走足、21……リブ、22……
ガイドレール。
Figures 1 and 2 are longitudinal sectional explanatory views of a conventional fixed bed catalytic oxidation tank, Figures 3 to 9 each show an embodiment of the device of the present invention, and Figures 3 to 6 are This is an example of an upflow type fixed bed contact oxidation tank, and the third
The figure is an explanatory longitudinal cross-sectional view, Fig. 4 is an explanatory longitudinal cross-sectional view taken along line A-A' in Fig. 3, and Fig. 5 is a partially cutaway explanatory perspective view.
FIG. 6 is an explanatory longitudinal cross-sectional view showing an example of a support for an aeration pipe, and FIGS. 7 to 9 are examples of a downflow type fixed bed catalytic oxidation tank. 8 is an explanatory longitudinal cross-sectional view taken along line B-B' in FIG. 7, and FIG. 9 is a partially cutaway perspective explanatory view. 1... Tank, 2... Filler layer, 3, 3'... Raw water pipe, 4... Water pipe, 5... Air pipe, 6... Blower, 7... Diffusion pipe, 8, 8'... Processed water pipe, 9...
...trough, 10...filling material, 11...screen, 12...manhole, 13...bottom plate, 14...
...Support stand, 15...Space part, 16...Support material layer,
17...Flange, 18...Embedded pipe, 19...Support material, 20...Sliding foot, 21...Rib, 22...
guide rail.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 好気性微生物をその表面に着生させた充填材を
充填し、当該充填材層にBOD成分を含む被処理
水と酸素を含む気体とを流入し生物学的酸化によ
つてBOD成分を除去する固定床接触酸化槽にお
いて、前記充填材層を支持し酸素を含む気体の流
通が可能なスクリーンを、当該酸化槽の底盤に間
隔をあけて多数設けた支持台により支持するとと
もに、当該スクリーンと底盤と支持台で形成され
る空間部に散気管を設け、かつ当該散気管を酸化
槽の側壁より取り出し自在としたことを特徴とす
る固定床接触酸化槽。
A filler with aerobic microorganisms grown on its surface is filled, and treated water containing BOD components and gas containing oxygen are introduced into the filler layer to remove BOD components through biological oxidation. In a fixed bed catalytic oxidation tank, a screen that supports the filler layer and allows the flow of oxygen-containing gas is supported by a number of supports provided at intervals on the bottom plate of the oxidation tank, and the screen and the bottom plate are A fixed bed contact oxidation tank characterized in that an air diffuser is provided in a space formed by a support and a support, and the air diffuser can be freely taken out from a side wall of the oxidation tank.
JP1983107170U 1983-07-12 1983-07-12 Fixed bed contact oxidation tank Granted JPS6017296U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1983107170U JPS6017296U (en) 1983-07-12 1983-07-12 Fixed bed contact oxidation tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1983107170U JPS6017296U (en) 1983-07-12 1983-07-12 Fixed bed contact oxidation tank

Publications (2)

Publication Number Publication Date
JPS6017296U JPS6017296U (en) 1985-02-05
JPS644476Y2 true JPS644476Y2 (en) 1989-02-06

Family

ID=30250504

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1983107170U Granted JPS6017296U (en) 1983-07-12 1983-07-12 Fixed bed contact oxidation tank

Country Status (1)

Country Link
JP (1) JPS6017296U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5140384B2 (en) * 2007-11-08 2013-02-06 積水化成品工業株式会社 Rainwater storage device and its construction method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5511050A (en) * 1978-07-11 1980-01-25 Tadashi Niimi Contact oxidation method of long water channel and apparatus thereof

Also Published As

Publication number Publication date
JPS6017296U (en) 1985-02-05

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