JPS589719B2 - Sludge treatment equipment - Google Patents

Sludge treatment equipment

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Publication number
JPS589719B2
JPS589719B2 JP51138845A JP13884576A JPS589719B2 JP S589719 B2 JPS589719 B2 JP S589719B2 JP 51138845 A JP51138845 A JP 51138845A JP 13884576 A JP13884576 A JP 13884576A JP S589719 B2 JPS589719 B2 JP S589719B2
Authority
JP
Japan
Prior art keywords
sludge
wall
sludge treatment
electrodes
organic matter
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
JP51138845A
Other languages
Japanese (ja)
Other versions
JPS5363744A (en
Inventor
俊春 山下
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 JP51138845A priority Critical patent/JPS589719B2/en
Publication of JPS5363744A publication Critical patent/JPS5363744A/en
Publication of JPS589719B2 publication Critical patent/JPS589719B2/en
Expired legal-status Critical Current

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  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Treatment Of Sludge (AREA)
  • Physical Or Chemical Processes And Apparatus (AREA)

Description

【発明の詳細な説明】 この発明は汚泥処理装置に係り、その目的は汚泥の含水
率を容易に且つ著しく低下させる装置の提供にある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sludge treatment apparatus, and its purpose is to provide an apparatus that can easily and significantly reduce the water content of sludge.

従来活性汚泥処理後の老朽化した余剰活性汚泥は埋立地
等への投下や燃焼等の処理がなされていた。
Conventionally, aged surplus activated sludge after activated sludge treatment has been disposed of by dumping it in a landfill or burning it.

ところが、埋立地等への投下処理は、余剰活性汚泥中の
有機物質等による公害問題があり、また燃焼処理におい
ても燃焼前の遠心分離等の脱水処理では微生物細胞内の
水分の脱水を十分になし得ず、80%程度の脱水に留ま
りその燃焼処理には多量の燃料を必要とする欠点を有す
る。
However, disposing of the sludge in a landfill etc. poses a pollution problem due to organic substances in the surplus activated sludge, and dehydration treatment such as centrifugation before combustion does not sufficiently dehydrate the water inside the microbial cells. However, the dehydration is only about 80%, and the combustion process requires a large amount of fuel.

公害規制及び燃料消費の減縮が切望される近年公害問題
がなく燃料消費が少なくてすむような汚泥の含水率を低
減させる処理装置の創出が切望されている。
BACKGROUND OF THE INVENTION In recent years, there has been a strong desire to control pollution and reduce fuel consumption, and there has been a strong desire to create a treatment device that can reduce the moisture content of sludge without causing pollution problems and requiring less fuel consumption.

この発明者は、上記事情に鑑み、別途同時に明らかにし
た出願に係る微生物細胞破壊装置を創出し、この既案出
装置は高圧放電で水の分解、爆発が起こり生ずる衝撃波
、超音波等により細胞膜を破壊する装置であり、この装
置で細胞破壊された汚泥を高圧放電により分解、活性化
し更に酸素で酸化し有機物に吸着、配位されていた水分
を脱離することにより汚泥の含水率を著しく低下させる
ことに成功し、この汚泥処理装置を創出するに至った。
In view of the above circumstances, the inventor has created a device for destroying microbial cells according to a separate application filed at the same time. This device decomposes and activates the cell-destroyed sludge using high-pressure discharge, oxidizes it with oxygen, and removes the water that has been adsorbed and coordinated with organic matter, thereby significantly reducing the water content of the sludge. We succeeded in reducing the amount of sludge and created this sludge treatment equipment.

以下、図面に基づいてこの発明に係る汚泥処理装置の一
実施例を詳述する。
Hereinafter, one embodiment of the sludge treatment apparatus according to the present invention will be described in detail based on the drawings.

図において、1は上面壁2と底面壁3と内壁4と側面壁
5と内部空間6とで構成された汚泥処理槽であり、通常
略1000l程度の容量を持つ。
In the figure, 1 is a sludge treatment tank composed of a top wall 2, a bottom wall 3, an inner wall 4, a side wall 5, and an internal space 6, and usually has a capacity of about 1000 liters.

尚、汚泥処理槽1の形状、容量については設置面積、汚
泥処理量等の設定条件により設計変更は自在である。
The shape and capacity of the sludge treatment tank 1 can be freely changed depending on the setting conditions such as the installation area and the amount of sludge treated.

また、汚泥処理槽1は各壁2,3,5に耐熱材を用い一
体形成してなり気密性、耐圧性を持つ。
Further, the sludge treatment tank 1 is integrally formed using a heat-resistant material for each wall 2, 3, 5, and has airtightness and pressure resistance.

上面壁2は、微生物細胞破壊装置(図外)で細胞破壊さ
れた汚泥を前記汚泥処理槽1に供給する汚泥供給パイプ
7と、前記汚泥処理槽内の内圧が5kg/cm2の圧力
で作動する安全弁8と、汚泥処理の際に発生する水蒸気
等のガスを排出する排出弁9とを配設してなる。
The upper wall 2 is connected to a sludge supply pipe 7 that supplies sludge whose cells have been destroyed by a microbial cell destruction device (not shown) to the sludge treatment tank 1, and the internal pressure inside the sludge treatment tank is 5 kg/cm2. A safety valve 8 and a discharge valve 9 for discharging gas such as water vapor generated during sludge treatment are provided.

10は下面壁3中央に配設され処理された汚泥を排出す
る排出パイプである。
Reference numeral 10 denotes a discharge pipe disposed at the center of the lower wall 3 for discharging treated sludge.

11は排出パイプ10の頂端12から、排出パイプ項端
下方近傍部13と内壁4とに固着される多孔板であり、
この多孔板口は前記近傍部13から内壁4に向って所要
傾斜を持つ。
11 is a perforated plate fixed from the top end 12 of the discharge pipe 10 to the lower vicinity portion 13 of the discharge pipe neck end and the inner wall 4;
This porous plate opening has a required slope from the vicinity portion 13 toward the inner wall 4.

この発明装置で用いる多孔板11の傾斜角θは酸素供給
を十分行なえ且つ処理後の汚泥を適当に排出できる範囲
に設定する。
The inclination angle .theta. of the perforated plate 11 used in the apparatus of this invention is set within a range that allows for sufficient oxygen supply and for appropriately discharging sludge after treatment.

また、多孔板11に穿設される孔14の径は空気等の気
体を通し汚泥等の固体を通さない大きさとする。
Further, the diameter of the holes 14 formed in the perforated plate 11 is set to a size that allows gases such as air to pass through but does not allow solids such as sludge to pass through.

15は多孔板11が内壁4に固着された箇所より下部の
側面壁5に配設される空気等の供給パイプである。
Reference numeral 15 denotes a pipe for supplying air, etc., which is disposed on the side wall 5 below the location where the perforated plate 11 is fixed to the inner wall 4.

16は内部空間6で多孔板11上方の中央周辺部に対設
される電極であって通常所要距離を介して3対対設され
る。
Reference numeral 16 denotes electrodes that are disposed opposite to each other at the central periphery above the perforated plate 11 in the internal space 6, and usually three pairs of electrodes are disposed opposite to each other at a required distance.

この電極16の材質については、通常放電性及び耐久性
のよい白金金属や炭素材が用いられ、特に炭素材を用い
た場合は汚泥を分解、活発化した後の酸化に触媒的機能
を果たす。
As for the material of this electrode 16, platinum metal or carbon material with good discharge performance and durability is usually used. In particular, when carbon material is used, it plays a catalytic function in oxidation after decomposing and activating the sludge.

電極16に印加する電圧、電流等の容量や夫々の電極1
6間の距離、電極16の形状等は処理する汚泥の性質や
量に応じ適宜定めるものとし、また処理する汚泥の量に
より電極161のみ、あるいは電極161,162のみ
更には電極161,162163全部にと適宜変更しな
がら電流を印加する。
Capacity such as voltage and current applied to the electrode 16 and each electrode 1
The distance between the electrodes 16, the shape of the electrodes 16, etc. shall be determined as appropriate depending on the nature and amount of sludge to be treated, and depending on the amount of sludge to be treated, it may be necessary to use only the electrodes 161, only the electrodes 161, 162, or all the electrodes 161, 162, 163, etc. Apply current while changing as appropriate.

17は、陽電流が印加され酸素を発生させる陽電極であ
り、対設された電極16とは離れて設けられている。
Reference numeral 17 denotes a positive electrode to which a positive current is applied to generate oxygen, and is provided apart from the electrode 16 provided oppositely.

この陽電極17は供給パイプ15より多孔板11の孔1
4を通しての酸素の供給が不充分な場合等に使用され、
必要酸素の量に応じ所要数設けられる。
This anode 17 is connected to the hole 1 of the perforated plate 11 from the supply pipe 15.
It is used when the supply of oxygen through 4 is insufficient, etc.
The required number is provided depending on the amount of oxygen required.

このような構成からなる汚泥処理装置は、まず汚泥供給
パイプ7を介し汚泥処理槽1内に細胞破壊された汚泥を
供給する。
The sludge treatment apparatus having such a configuration first supplies cell-destroyed sludge into the sludge treatment tank 1 via the sludge supply pipe 7.

汚泥処理槽1内では、この発明者の実験的解析によれば
、電極16間で高圧放電により供給された細胞破壊汚泥
中の水分の一部が分解され、引き続いて水素が放電火花
爆発されて衝撃波紫外線、超音波が発生すると共に発熱
し、これらの相剰作用で細胞破壊汚泥中の有機物が分解
されまたラジカル状に活性化される。
In the sludge treatment tank 1, according to the inventor's experimental analysis, part of the water in the cell-destroyed sludge supplied by high-pressure discharge between the electrodes 16 is decomposed, and subsequently hydrogen is exploded by a discharge spark. Shock wave ultraviolet rays and ultrasonic waves are generated and heat is generated, and due to the mutual action of these, the organic matter in the cell destruction sludge is decomposed and activated into radicals.

そして、この様に分解、活性化された汚泥に供給パイプ
15等より供給された酸素が作用し、二酸化炭素等のガ
スを発生させる。
Oxygen supplied from the supply pipe 15 or the like acts on the sludge decomposed and activated in this manner, and gases such as carbon dioxide are generated.

ここで電極16の材質を炭素材とした場合は上記酸化作
用が促進される。
Here, when the material of the electrode 16 is a carbon material, the above-mentioned oxidation effect is promoted.

この様に、細胞破壊汚泥を分解低分子化し更にこれを酸
化し二酸化炭素等のガスとさせることにより汚泥中の有
機物に吸着、配位されていた水分が脱離されて細胞破壊
汚泥の含水率が低下される。
In this way, by decomposing the cell-destroyed sludge into low-molecular weight molecules and further oxidizing it into gases such as carbon dioxide, the water that was adsorbed and coordinated with the organic matter in the sludge is desorbed, increasing the water content of the cell-destroyed sludge. is lowered.

この様な処理工程を経た細胞破壊汚泥は排出パイプ10
を介して排出し、図外燃焼装置等に送り込まれる。
The cell-destroyed sludge that has undergone this treatment process is discharged through the discharge pipe 10.
It is discharged through the system and sent to an unillustrated combustion device, etc.

以上詳述した如く、この発明に係る汚泥処理装置は、前
記の同日出願の微生物細胞破壊装置と併せて簡易に老朽
化した余剰活性汚泥の含水率を著しく低下させ得るよう
にしたから、従来のように多量の燃料を必要としコスト
が高くついた老朽化した余剰活性汚泥の燃焼処理の欠点
を大幅に改善した。
As detailed above, the sludge treatment device according to the present invention, together with the above-mentioned microbial cell destruction device filed on the same day, can easily significantly reduce the water content of aged surplus activated sludge, and is therefore superior to the conventional sludge treatment device. This greatly improves the disadvantages of the combustion treatment of aged surplus activated sludge, which requires a large amount of fuel and is expensive.

次にこの発明に係る汚泥処理装置の試験例を述べること
によりこの発明の効果をより一層明確にする。
Next, the effects of the present invention will be made clearer by describing test examples of the sludge treatment apparatus according to the present invention.

試験例 汚泥処理槽に含水率90〜98%の細胞破壊汚泥を10
00l供給した。
Test Example Cell-disrupted sludge with a moisture content of 90 to 98% was placed in a sludge treatment tank.
00l was supplied.

この汚泥処理槽には前記実施例で示した装置を使用し、
すなわち3対の電極を対設し、各電極には夫々電圧60
0■、電力80kw,hの直流電流を印加した。
The device shown in the previous example is used for this sludge treatment tank,
That is, three pairs of electrodes are provided, and each electrode is applied with a voltage of 60
0 ■, and a direct current of 80 kW, h was applied.

次いで、汚泥処理槽に毎分5m3の空気を供給し汚泥処
理を行なった。
Next, 5 m3 of air was supplied per minute to the sludge treatment tank to perform sludge treatment.

汚泥処理槽内に温度70〜80℃の細胞破壊汚泥を供給
すると、上記槽内では電極間の高圧放電によりガス爆発
が生じ槽内温度が約150℃前後まで上昇し更に続いて
起こる有機物の分解等により槽内温度が200℃前後に
達し分解、活性化された汚泥中の有機物が酸化された。
When cell-destroyed sludge at a temperature of 70 to 80°C is supplied into a sludge treatment tank, a gas explosion occurs in the tank due to high-pressure discharge between the electrodes, and the temperature inside the tank rises to around 150°C, followed by the decomposition of organic matter. As a result, the temperature inside the tank reached around 200°C, and the organic matter in the decomposed and activated sludge was oxidized.

尚、この処理に要した時間は約1分間程度であった。Note that the time required for this treatment was about 1 minute.

処理済みの細胞破壊汚泥の含水率を測定した結果3〜4
%程度に減少した。
Results 3 to 4 of measuring the moisture content of treated cell-disrupted sludge
It decreased to about %.

第2図に、この試験例における装置内温度の経時変化を
直線Aで示す。
In FIG. 2, a straight line A shows the change in temperature inside the device over time in this test example.

この試験例の結果からも、明確にこの発明装置は短時間
に汚泥の含水率を極めて低下させる効果を持つことが判
る。
The results of this test example also clearly show that the device of the present invention has the effect of extremely reducing the water content of sludge in a short period of time.

【図面の簡単な説明】 第1図はこの発明の一実施例の断面説明図で、第2図は
試験例での槽内温度の経時変化を示すものである。 1・・・・・・汚泥処理槽、2・・・・・・上面壁、3
・・・・・・底面壁、4・・・・・・内壁、5・・・・
・・側面壁、6・・・・・・内部空間、7・・・・・・
汚泥供給パイプ、8・・・・・・安全弁、9・・・・・
・排気弁、10・・・・・・排出パイプ、11・・・・
・・多孔板、13・・・・・・排出パイプ頂端下方近傍
、15・・・・・・供給パイプ、16・・・・・・電極
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an explanatory cross-sectional view of an embodiment of the present invention, and FIG. 2 shows changes in the temperature inside the tank over time in a test example. 1...Sludge treatment tank, 2...Top wall, 3
...Bottom wall, 4...Inner wall, 5...
...Side wall, 6...Internal space, 7...
Sludge supply pipe, 8...Safety valve, 9...
・Exhaust valve, 10...Exhaust pipe, 11...
... Porous plate, 13 ... Near the bottom of the top of the discharge pipe, 15 ... Supply pipe, 16 ... Electrode.

Claims (1)

【特許請求の範囲】[Claims] 1 上面壁と底面壁と側面壁とが断熱材で気密及び耐圧
性を保つように一体化された容量略1000lの汚泥処
理槽の上面壁に微生物の細胞が破壊された汚泥を供給す
る汚泥供給パイプと5ky/cm21上の圧力で作動す
る安全弁と排気弁とが配設され、底面壁中央に処理済汚
泥を排出する汚泥排出パイプが配設され、内部空間には
高圧放電により汚泥中の有機物を分解しまたラジカル状
に活性化する3対の電極が付設されかつ側壁下部に配設
された供給パイプから供給された空気等を分解、活性化
された有機物に供給する孔が穿設された多孔板が前記排
出パイプの頂端近傍から内壁に向って所要傾斜し内壁に
固着されてなる汚泥処理装置。
1. Sludge supply that supplies sludge with destroyed microbial cells to the top wall of a sludge treatment tank with a capacity of approximately 1000 liters, in which the top wall, bottom wall, and side walls are integrated to maintain airtightness and pressure resistance through insulation. A pipe, a safety valve and an exhaust valve that operate at a pressure above 5ky/cm21 are installed, and a sludge discharge pipe for discharging treated sludge is installed in the center of the bottom wall. Three pairs of electrodes were attached to decompose and activate the organic matter into radicals, and a hole was drilled through which air, etc. supplied from the supply pipe installed at the bottom of the side wall was supplied to the decomposed and activated organic matter. A sludge treatment device comprising: a perforated plate that is slanted as required from near the top end of the discharge pipe toward the inner wall and fixed to the inner wall.
JP51138845A 1976-11-18 1976-11-18 Sludge treatment equipment Expired JPS589719B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP51138845A JPS589719B2 (en) 1976-11-18 1976-11-18 Sludge treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP51138845A JPS589719B2 (en) 1976-11-18 1976-11-18 Sludge treatment equipment

Publications (2)

Publication Number Publication Date
JPS5363744A JPS5363744A (en) 1978-06-07
JPS589719B2 true JPS589719B2 (en) 1983-02-22

Family

ID=15231520

Family Applications (1)

Application Number Title Priority Date Filing Date
JP51138845A Expired JPS589719B2 (en) 1976-11-18 1976-11-18 Sludge treatment equipment

Country Status (1)

Country Link
JP (1) JPS589719B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005092257A1 (en) * 2004-03-26 2005-10-06 Terumo Kabushiki Kaisha Cooling sheet and cooling container

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS515861A (en) * 1974-07-01 1976-01-19 Seiken Reiki Kk Odeino datsusuihoho

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS515861A (en) * 1974-07-01 1976-01-19 Seiken Reiki Kk Odeino datsusuihoho

Also Published As

Publication number Publication date
JPS5363744A (en) 1978-06-07

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