JPS6119836Y2 - - Google Patents

Info

Publication number
JPS6119836Y2
JPS6119836Y2 JP1983112676U JP11267683U JPS6119836Y2 JP S6119836 Y2 JPS6119836 Y2 JP S6119836Y2 JP 1983112676 U JP1983112676 U JP 1983112676U JP 11267683 U JP11267683 U JP 11267683U JP S6119836 Y2 JPS6119836 Y2 JP S6119836Y2
Authority
JP
Japan
Prior art keywords
water
tube
cylinder
air
honeycomb
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
JP1983112676U
Other languages
Japanese (ja)
Other versions
JPS5997794U (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 JP1983112676U priority Critical patent/JPS5997794U/en
Publication of JPS5997794U publication Critical patent/JPS5997794U/en
Application granted granted Critical
Publication of JPS6119836Y2 publication Critical patent/JPS6119836Y2/ja
Granted 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

  • Biological Treatment Of Waste Water (AREA)

Description

【考案の詳細な説明】 この考案はチユーブ接触酸化法を使用し、広大
な開水面を有する湖、沼その他閉塞地域の水を浄
化することを目的とした浄水装置に関するもので
ある。
[Detailed Description of the Invention] This invention relates to a water purification device that uses the tube catalytic oxidation method and is intended to purify water in lakes, ponds, and other closed areas with vast open water surfaces.

従来河川の汚染又は工場排水などの浄化につい
て、チユーブ接触酸化法が開発され、原水の循環
処理によつて緩速過池の浄水能力と匹敵する効
果が認められているが、原水の循環流動を要件と
すると共に、チユーブ内を均等に通過させなけれ
ばならず、かつ生物膜に付着した異物の除去或い
は死滅生物膜の除去など幾多の問題点があつて、
湖沼、競艇場又はプールその他における開水面を
有する貯留水の処理については末だ有効な淨水装
置が知られていなかつた。
The tube catalytic oxidation method has been developed for the purification of polluted rivers and industrial wastewater, and it has been found to have an effect comparable to the water purification capacity of slow-pass ponds due to the circulation treatment of raw water. In addition to the requirements, there are many problems such as the need to pass through the tube evenly, and the removal of foreign substances attached to the biofilm and the removal of dead biofilm.
For the treatment of open water stored in lakes, racetracks, swimming pools, and other areas, no effective water culling device has yet been known.

然るにこの考案は、加圧空気を利用した揚水筒
の周囲にチユーブを並列縦設したので、相当広い
面積(例えば4m×4m)にわたつてチユーブを
設置した場合においても、これらチユーブ内へほ
ぼ均等に通水させることができ、上記従来の問題
点を解決し、広大な開水面を有する貯留水中に沈
降設置して有効に処理できる浄水装置を得たので
ある。
However, with this idea, the tubes are arranged vertically in parallel around a pumping tube that uses pressurized air, so even if the tubes are installed over a fairly wide area (for example, 4m x 4m), the tubes can be distributed almost evenly into the tubes. The present invention has solved the above-mentioned conventional problems, and has provided a water purification device that can be installed submerged in stored water with a vast open water surface for effective treatment.

以下この考案を実施例について説明する。円筒
1の下部内側に仕切板2を設け、仕切板2の中央
部に連通管3を挿通し、連通管3の下部を有底内
筒4内へ挿通してサイフオンを形成する。前記円
筒1の下端部を底板13で閉塞することにより気
室5を構成し、気室5の上側壁(円筒側壁)に送
気管6を連結する。前記円筒1の下端部におい
て、仕切板2より高い位置に錐状案内鍔7の基部
を固着し、錐状案内鍔7の内側に面し、かつ円筒
側壁へ複数の吸水口8を等間隔に設ける。前記円
筒1の外側にはハニコームチユーブ9を密に並列
縦設し、ハニコームチユーブ9の最外側には保護
筒10を周繞設置し、保護筒10の上部はハニコ
ームチユーブ9上へ突出させて環状止水壁11を
形成し、保護筒10の下部はハニコームチユーブ
9の下端より下へ延長して残渣室12を形成し、
下端に底板13を張設すると共に、底板13へ保
強アングル14を固着して、これにチエイン15
を介して重錘16を吊下する。前記保護筒10の
上側壁には浮室17を設け、この浮室の浮力と重
錘16とによつて全体を水中へ正しく直立設置す
る。図中18は環状止水壁11へボルト19で取
付けた環状の補助壁、20は残渣室12の側壁に
設けた透孔であつて、例えば残渣室底に堆積した
藻類又は生物膜片を餌とする魚類の通過孔であ
る。前記において、底板13で閉塞された円筒1
の下部が有底外筒を構成している。
This invention will be described below with reference to embodiments. A partition plate 2 is provided inside the lower part of the cylinder 1, a communication tube 3 is inserted into the center of the partition plate 2, and the lower part of the communication tube 3 is inserted into a bottomed inner cylinder 4 to form a siphon. An air chamber 5 is formed by closing the lower end of the cylinder 1 with a bottom plate 13, and an air supply pipe 6 is connected to the upper wall (cylindrical side wall) of the air chamber 5. At the lower end of the cylinder 1, the base of a conical guide flange 7 is fixed at a position higher than the partition plate 2, and a plurality of water inlets 8 are arranged at equal intervals on the side wall of the cylinder, facing the inside of the conical guide flange 7. establish. On the outside of the cylinder 1, honeycomb tubes 9 are closely arranged vertically in parallel, and on the outermost side of the honeycomb tube 9, a protection tube 10 is installed around the circumference, and the upper part of the protection tube 10 protrudes above the honeycomb tube 9. to form an annular water-stop wall 11, the lower part of the protection tube 10 extends below the lower end of the honeycomb tube 9 to form a residue chamber 12,
A bottom plate 13 is stretched on the lower end, and a reinforcing angle 14 is fixed to the bottom plate 13, and a chain 15 is attached to this.
A weight 16 is suspended via the. A floating chamber 17 is provided on the upper wall of the protective tube 10, and the buoyancy of the floating chamber and the weight 16 allow the entire body to be properly installed upright in water. In the figure, 18 is an annular auxiliary wall attached to the annular water stop wall 11 with bolts 19, and 20 is a through hole provided in the side wall of the residue chamber 12, which feeds algae or biofilm pieces deposited on the bottom of the residue chamber. This is a passage hole for fish. In the above, the cylinder 1 closed with the bottom plate 13
The lower part of the cylinder constitutes a bottomed outer cylinder.

前記実施例において、ハニコームチユーブ9は
第2図々示のようにハニコームの連続体であつ
て、正六角形のチユーブを形成しており、その材
質には特に限定されないが合成樹脂(例えば塩化
ビニール樹脂)のような耐水、耐腐蝕性が大き
く、しかも強靭な材料で製造することが望まし
い。また円筒および保護筒も合成樹脂、ステンレ
ススチールなど長期間水中に設置しても強度が低
下しないものが望ましい。
In the above embodiment, the honeycomb tube 9 is a continuous body of honeycomb, forming a regular hexagonal tube, as shown in FIG. It is desirable to manufacture the product from a material that is highly water resistant, corrosion resistant, and strong, such as resin (resin). It is also desirable that the cylinder and protective tube be made of synthetic resin, stainless steel, or other materials that will not lose their strength even when placed underwater for a long period of time.

前記実施例において、送気管6から矢示21の
ように加圧空気を送入すれば、気室5の底板13
の孔22から矢示23のように排出されて水位が
低下し、水位が連通管3の下端に達すれば(鎖線
24)、気室内の空気は連通管3を介して円筒内
(仕切板の上方)へ一度に押し出される(矢示2
5)。そこで空気団26が上昇すると吸水口8か
ら水を吸入して残渣室12の水も矢示27のよう
に吸い込まれる。従つて気室内の空気が間欠的に
円筒内へ送り出されることになり、円筒内の水
は、空気団に挾まれて間欠的に押し出され、ハニ
コームチユーブ9の上端上を矢示28のように放
射状に流動し、その一部は補助壁18を越えて矢
示29のように外部へ流動し、他部はハニコーム
チユーブ内を矢示30のように流下する。ハニコ
ームチユーブ内を流下した水は、その下端より矢
示31のように出て再び吸水口から円筒内へ吸入
され、以下同様の作用によつて繰り返しハニコー
ムチユーブ内を通過することにより、接触酸化処
理を受けて浄化される。前記におけるハニコーム
チユーブの大きさは、小さい程接触面積が大きく
なるが、余り小さいと目詰りを生じるおそれがあ
るので、実用上対辺距離が20mm〜30mm位が好まし
い。またハニコームチユーブの長さについては、
長い程処理能力は大きいと考えられるが、水深に
関係することなので、通常1m〜4mが考えられ
る。またハニコームチユーブの設置面積に関して
は、揚水筒の能力および均等循環可能限度により
設定すべきであるが、通常1m2〜16m2位が考えら
れる(平面方形も円形も考えられる)。また前記
実施例においては、浮室に設けたが保護筒の下端
に脚を数本突設して水底に直立設置することもで
きる。
In the above embodiment, if pressurized air is introduced from the air pipe 6 as shown by the arrow 21, the bottom plate 13 of the air chamber 5
The water level is lowered by being discharged from the hole 22 as shown by the arrow 23, and when the water level reaches the lower end of the communication pipe 3 (dashed line 24), the air in the air chamber flows through the communication pipe 3 into the cylinder (through the partition plate). upward) at once (arrow 2)
5). When the air mass 26 rises, water is sucked in from the water suction port 8, and the water in the residue chamber 12 is also sucked in as shown by the arrow 27. Therefore, the air in the air chamber is intermittently sent into the cylinder, and the water in the cylinder is sandwiched between the air masses and intermittently pushed out, flowing over the upper end of the honeycomb tube 9 as shown by arrow 28. A part of it flows outside as shown by arrow 29 over the auxiliary wall 18, and the other part flows down inside the honeycomb tube as shown by arrow 30. The water flowing down inside the honeycomb tube comes out from the lower end as shown by arrow 31 and is sucked into the cylinder again from the water inlet, and then passes through the honeycomb tube repeatedly by the same action and comes into contact with the tube. It is purified through oxidation treatment. As for the size of the honeycomb tube mentioned above, the smaller the contact area, the larger the contact area, but if it is too small, there is a risk of clogging, so it is practically preferable that the distance across flats is about 20 mm to 30 mm. Also, regarding the length of the honeycomb tube,
It is thought that the longer the length, the greater the processing capacity, but since it is related to the depth of the water, it is usually considered to be between 1 m and 4 m. The installation area of the honeycomb tube should be determined depending on the capacity of the water pump and the limit for uniform circulation, but it is usually between 1 m 2 and 16 m 2 (rectangular or circular in plan). Further, in the above embodiment, the protective tube is installed in the floating chamber, but it can also be installed upright on the bottom of the water by providing several legs protruding from the lower end of the protective tube.

前記実施例においては、円筒1の下部に仕切板
2を設け、仕切板2の中央部に連通管3を挿通
し、連通管3の下部を有底内筒4内へ挿通してサ
イフオンを形成し、前記円筒1の下端部を底板1
3で閉塞して気室5を形成し、気室5の上側壁に
送気管6を連結し、前記底板13に孔22を設け
ることによつて間欠揚水装置を構成したが、間欠
揚水装置はこのような構造のみに限定されるもの
ではない。要は揚水筒1内を空気団が間欠的に上
昇させるような装置であれば、この考案の目的を
達成させることができる。
In the embodiment described above, a partition plate 2 is provided at the lower part of the cylinder 1, a communication tube 3 is inserted into the center of the partition plate 2, and the lower part of the communication tube 3 is inserted into the bottomed inner cylinder 4 to form a siphon. and connect the lower end of the cylinder 1 to the bottom plate 1.
3 to form an air chamber 5, connect an air pipe 6 to the upper wall of the air chamber 5, and provide a hole 22 in the bottom plate 13 to construct an intermittent water pumping device. It is not limited to only such a structure. In short, the purpose of this invention can be achieved as long as the device is such that the air mass is intermittently raised inside the water pump 1.

前記実施例によれば、有底外筒となる円筒1の
下部に有底内筒4を嵌挿して気室5を構成したの
で、気室内の空気は間欠的に円筒内へ送り込まれ
る。従つて円筒内には下部処理水が連続的に流動
するけれども、その流速は空気の流入に伴つて変
動することになり、必然的に揚水量も変動するの
でハニコームチユーブ内を下降する処理水の流速
も変動するので、ハニコームチユーブ内の流れを
乱流にすることになり、処理水と生物膜との接触
効率を良好にする効果がある。またハニコームチ
ユーブの生物膜面に付着した藻類は自動的に下方
へ落とされるので、目詰りを生じるおそれなく、
設置後の保守が容易であり故障を生じるおそれが
ない。また環状止水壁11を設けたので揚水の一
部を環流し、他部を放出して絶えず一定割合に新
処理水を混入させ、長時間に亘る総合結果として
チユーブ内を数十回通過させて十分の浄水効果を
得ることができる。
According to the embodiment, the air chamber 5 is formed by fitting the inner cylinder 4 with a bottom into the lower part of the cylinder 1, which is the outer cylinder with a bottom, so that the air in the air chamber is intermittently fed into the cylinder. Therefore, although the lower treated water flows continuously inside the cylinder, the flow rate changes as air flows in, and the amount of pumped water also inevitably changes, so the treated water flowing down inside the honeycomb tube changes. Since the flow rate also changes, the flow inside the honeycomb tube becomes turbulent, which has the effect of improving the contact efficiency between the treated water and the biofilm. In addition, algae attached to the biofilm surface of the honeycomb tube are automatically dropped downwards, so there is no risk of clogging.
Maintenance after installation is easy and there is no risk of failure. In addition, since an annular water-stop wall 11 was installed, a part of the pumped water is circulated and the other part is released, so that a constant proportion of the newly treated water is constantly mixed in, and the total result is that the water passes through the tube several dozen times. sufficient water purification effect can be obtained.

すなわちこの考案によれば、加圧空気を利用し
た揚水筒の周囲に小チユーブを並列縦設したの
で、相当広い面積にわたつて小チユーブを設置し
た場合においても、小チユーブ内へほぼ均等に通
水させることができ、開水面を有する貯留水を効
率よく微生物処理することができる。
In other words, according to this invention, the small tubes are installed vertically in parallel around the pumping tube that uses pressurized air, so even if the small tubes are installed over a fairly wide area, the water can flow almost evenly into the small tubes. This allows for efficient microbial treatment of stored water with an open water surface.

また保護筒の上部に浮室を設けると共に、下部
に重錘をつけたので、揚水筒を常時垂直に保つ
て、水中へ浮遊させ得る効果がある。従つて処理
すべき水はハニコームチユーブ内を整然と流動
し、効率よく浄水を行うことができる。
In addition, a floating chamber is provided at the top of the protective tube, and a weight is attached to the bottom, which has the effect of keeping the water tube vertical at all times and allowing it to float in the water. Therefore, the water to be treated flows in an orderly manner within the honeycomb tube, and water can be purified efficiently.

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

第1図はこの考案実施例の縦断正面図、第2図
は同じくハニコームチユーブの一部を省略した平
面図である。 1……円筒、2……仕切板、3……連通管、4
……有底内筒、5……気室、6……送気管、7…
…案内鍔、8……吸水口、9……ハニコームチユ
ーブ、10……保護筒、11……環状止水壁、1
2……残渣室、13……底板、14……保強アン
グル、15……チエイン、16……重錘、17…
…浮室、18……補助壁、20……透孔。
FIG. 1 is a longitudinal sectional front view of this embodiment of the invention, and FIG. 2 is a plan view with a portion of the honeycomb tubes omitted. 1... Cylinder, 2... Partition plate, 3... Communication pipe, 4
...Bottomed inner cylinder, 5...Air chamber, 6...Air pipe, 7...
... Guide collar, 8 ... Water intake, 9 ... Honeycomb tube, 10 ... Protection tube, 11 ... Annular water stop wall, 1
2... Residue chamber, 13... Bottom plate, 14... Reinforcement angle, 15... Chain, 16... Weight, 17...
...Floating chamber, 18...Auxiliary wall, 20...Through hole.

Claims (1)

【実用新案登録請求の範囲】 1 揚水筒の下部に吸水口を設けると共に、前記
揚水筒の下部内側に仕切板を設け、該仕切板の
中央部に連通管を挿通し、前記連通管の下部を
有底内筒内へ挿通して気室を形成し、前記気室
へ送気管を連結して間欠揚水装置を構成し、前
記揚水筒の外周部へ多数の小チユーブを並列縦
設すると共に、前記小チユーブの外側へ保護筒
を装着し、前記小チユーブの下端は前記揚水筒
の吸水口を塞がないように形成し、前記保護筒
の上部へ浮室を設けると共に、保護筒の下部へ
重錘を取りつけたことを特徴とした浄水装置 2 小チユーブは、ハニコームチユーブとした実
用新案登録請求の範囲第1項記載の浄水装置
[Claims for Utility Model Registration] 1. A water intake port is provided at the lower part of the water pumping cylinder, a partition plate is provided inside the lower part of the water pumping cylinder, a communication pipe is inserted into the center of the partition plate, and the lower part of the communication pipe is is inserted into a bottomed inner cylinder to form an air chamber, an air supply pipe is connected to the air chamber to constitute an intermittent water pumping device, and a large number of small tubes are arranged vertically in parallel on the outer periphery of the water pumping cylinder. , a protection tube is attached to the outside of the small tube, the lower end of the small tube is formed so as not to block the water intake port of the water pumping tube, a floating chamber is provided in the upper part of the protection tube, and the lower end of the protection tube is Water purification device 2, characterized in that a weight is attached to the water purification device 2. The water purification device according to claim 1, in which the small tube is a honeycomb tube.
JP1983112676U 1983-07-20 1983-07-20 water purification device Granted JPS5997794U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1983112676U JPS5997794U (en) 1983-07-20 1983-07-20 water purification device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1983112676U JPS5997794U (en) 1983-07-20 1983-07-20 water purification device

Publications (2)

Publication Number Publication Date
JPS5997794U JPS5997794U (en) 1984-07-02
JPS6119836Y2 true JPS6119836Y2 (en) 1986-06-14

Family

ID=30261125

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1983112676U Granted JPS5997794U (en) 1983-07-20 1983-07-20 water purification device

Country Status (1)

Country Link
JP (1) JPS5997794U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0775708B2 (en) * 1990-11-19 1995-08-16 平成理研株式会社 Submersible sewage purification method and device

Also Published As

Publication number Publication date
JPS5997794U (en) 1984-07-02

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