JPH08182999A - Treatment of sewerage sludge and sewerage sludge-treated material - Google Patents

Treatment of sewerage sludge and sewerage sludge-treated material

Info

Publication number
JPH08182999A
JPH08182999A JP6337676A JP33767694A JPH08182999A JP H08182999 A JPH08182999 A JP H08182999A JP 6337676 A JP6337676 A JP 6337676A JP 33767694 A JP33767694 A JP 33767694A JP H08182999 A JPH08182999 A JP H08182999A
Authority
JP
Japan
Prior art keywords
sludge
powder
lime
sewage sludge
sewerage
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.)
Pending
Application number
JP6337676A
Other languages
Japanese (ja)
Inventor
Takao Tanosaki
隆雄 田野崎
Kenji Nozaki
賢二 野崎
Masaru Shirasaka
優 白坂
Keiichi Usukura
桂一 臼倉
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.)
Chichibu Onoda Cement Corp
Original Assignee
Chichibu Onoda Cement Corp
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 Chichibu Onoda Cement Corp filed Critical Chichibu Onoda Cement Corp
Priority to JP6337676A priority Critical patent/JPH08182999A/en
Publication of JPH08182999A publication Critical patent/JPH08182999A/en
Pending legal-status Critical Current

Links

Landscapes

  • Treatment Of Sludge (AREA)

Abstract

PURPOSE: To stably and effectively utilize a sewerage sludge by adding a specific quantity of a specific powder into a mixture of sludge and lime, obtained by mixing quick lime with the sewerage sludge followed by dehydrating, to remove malodor generated from the sewerage sludge in a large quantity. CONSTITUTION: After the sewerage sludge is mixed with quick lime and dehydrated, 0.5-15wt.% powder having >=50wt.% SiO2 content and showing acidity of <=5.0 hydrogen ion concentration in the case of its 3%aq. suspension is added into the mixture of the sludge and lime to remove malodor. As the acidic powder, diatomaceous earth of gapanese acid clay is exemplified. By this way, the sewerage sludge is substantially deodorized, and then, is easily used in wide fields. Since the treated produet consists essentially of calcium and silica, the product is effectively used in a large quantity as a raw material for cement or iron and steel, further exhibits remarkable effect on denitrification, improvement of acidic soil and fatting of plants, and is useful as a soil conditioner, a fertilizer or the like.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、産業排水及び一般家庭
排水を処理して生じる有機性下水汚泥の処理に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the treatment of organic sewage sludge produced by treating industrial wastewater and general domestic wastewater.

【0002】[0002]

【従来の技術】近年、下水道網の整備の拡大に伴い下水
汚泥の発生量は増加の一途をたどっている。下水汚泥の
処理法としては、従来、重油のような助燃用燃料を加え
て焼却し、焼却灰を埋立て処分するのが一般的であった
が、最終処分先の埋立地の確保が困難となりつつあり、
下水処理産物の減容化あるいは有効利用法の開発が急務
である。焼却灰の減容化方法としては溶融ガラス化する
方法が一部の処理場で試みられているが、エネルギーコ
ストが高い上に排出される灰を処理する問題が残り根本
的な解決法とはなっていない。また、焼却灰の有効利用
法としては、レンガ製品の製造や有機肥料への使用等、
多くの方法が試みられているが、新たに市場を開拓する
必要があったり、既存の競合品と対抗するには品質的・
コスト的になお問題があるなどの難点があり、汚泥の大
量的かつ安定的な利用にはつながっていない。
2. Description of the Related Art In recent years, the amount of sewage sludge generated has been increasing along with the expansion of the sewer network. Conventionally, as a method of treating sewage sludge, it was general to incinerate by adding an auxiliary fuel such as heavy oil and to dispose of the incinerated ash in landfill, but it becomes difficult to secure the landfill site of the final disposal destination. Going on,
There is an urgent need to reduce the volume of sewage treatment products or develop effective utilization methods. As a method for reducing the volume of incinerated ash, a method of melting and vitrifying has been attempted at some treatment plants, but the energy cost is high and the problem of treating ash discharged remains and the fundamental solution is is not. In addition, as an effective use of incineration ash, such as manufacturing brick products and use for organic fertilizer,
Many methods have been tried, but it is necessary to open new markets, and to compete with existing competitors, quality and
However, there are some problems such as cost problems, and it does not lead to large-scale and stable use of sludge.

【0003】このような中にあって汚泥を生石灰等と混
合・脱水した上でセメント原料または製鉄用焼結原料と
して利用する技術(特開平 3-98700号、特開平3-207497
号)が注目されている。セメント製造または製鉄では1
000℃以上の炉を用いて原料を焼結しており、汚泥を
これらの炉に投入すると、汚泥中の有機物は助燃用燃料
を加えずに燃焼するので、助燃用燃料を必要とする従来
の処理法と比較してエネルギ−的に有利である。しかも
無機物は珪酸質原料や石灰質原料として有効利用され、
また既存のセメント製造施設や製鋼施設をそのまま利用
できる利点があり、さらに廃ガス対策も既存設備の廃ガ
ス処理で足りる。また、これらの方法は、セメントある
いは鉄鋼といった継続運転する産業用原料として用いる
ために汚泥の大量処理が可能であり、新商品開発に伴な
う市場開拓努力なしに安定的に下水汚泥が処理できる点
で画期的な解決法ともいえ、今後、この方向の利用法が
普及することが望まれている。
A technique in which sludge is mixed and dehydrated with quick lime and the like and used as a raw material for cement or a sintering raw material for iron making (Japanese Patent Laid-Open Nos. 3-98700 and 3-207497).
No.) is drawing attention. 1 for cement production or steelmaking
The raw materials are sintered using a furnace of 000 ° C or higher, and when sludge is put into these furnaces, the organic matter in the sludge burns without adding the fuel for supporting combustion, so that the conventional fuel that requires supporting fuel is burned. It is energetically advantageous compared to the treatment method. Moreover, inorganic substances are effectively used as siliceous raw materials and calcareous raw materials,
In addition, there is an advantage that existing cement manufacturing facilities and steelmaking facilities can be used as they are, and waste gas measures can be achieved by waste gas treatment of existing facilities. In addition, these methods enable large-scale treatment of sludge to be used as industrial raw materials for continuous operation such as cement or steel, and can treat sewage sludge stably without the market development effort accompanying new product development. It can be said that this is an epoch-making solution, and it is hoped that the usage in this direction will spread in the future.

【0004】[0004]

【従来技術の課題】一方、これらの方法には次のような
課題が残っている。すなわち、現在の下水処理法の主流
である活性汚泥法においては窒素分は汚泥に濃縮吸着さ
せているため、処理場から排出される下水汚泥は多量の
窒素分を含む。下水汚泥に生石灰類を添加する上記処理
方法では、汚泥に生石灰を混合した際の発熱によって汚
泥中の窒素分が分解し、多量のアンモニアガスが発生し
て揮散するため周囲に悪臭が拡散する。発生したアンモ
ニアガスの大部分は生石灰との混合時に回収することが
できるが、一部は生石灰水和後の高比表面積の消石灰と
乾燥汚泥の混合物(以下、“乾粉”と称す。)に吸着さ
れて残存する。この残存アンモニア分は温度の上昇と共
に揮散し、乾粉保管用サイロ内では気温が30℃以上に
なると濃度数%以上のアンモニアガスが充満し、作業環
境が劣悪になる。この乾粉を密閉保管しても、その出し
入れや移送の際、あるいはセメント原料として炉に投入
する際などにはアンモニアガスの漏出が避けられず、悪
臭が漂う。因みに、人間の臭覚は1ppm 程度のアンモニ
ア濃度でも感知するため、これ以下にアンモニア濃度を
除去する脱臭処理方法が求められている。
On the other hand, these methods still have the following problems. That is, in the activated sludge method, which is the mainstream of the present sewage treatment method, the nitrogen content is concentrated and adsorbed in the sludge, so the sewage sludge discharged from the treatment plant contains a large amount of nitrogen content. In the above treatment method in which quicklime is added to sewage sludge, the nitrogen content in the sludge is decomposed by the heat generated when the quicklime is mixed with the sludge, and a large amount of ammonia gas is generated and volatilized, so that a foul odor diffuses around. Most of the generated ammonia gas can be collected when mixed with quick lime, but part of it is adsorbed on a mixture of slaked lime and dry sludge with a high specific surface area after quick lime hydration (hereinafter referred to as "dry powder"). Is left behind. This residual ammonia content is volatilized as the temperature rises, and when the temperature rises above 30 ° C. in the dry powder storage silo, ammonia gas having a concentration of several percent or more is filled, and the working environment becomes poor. Even if this dry powder is stored in a closed manner, leakage of ammonia gas is unavoidable and a foul odor drifts when it is taken in and out, transferred, or put into a furnace as a cement raw material. By the way, the human sense of odor can be detected even at an ammonia concentration of about 1 ppm, so a deodorizing treatment method for removing the ammonia concentration is required below this.

【0005】アンモニア臭気対策としては、ペット用砂
等でよく行われているように、活性炭などの有機系高比
表面積物質に吸着させる方法が知られている。しかし、
この方法は乾粉の臭気対策には適さない。すなわち、活
性炭などはアンモニアのほかに水やゴミ等を吸着して短
期間に表面が飽和し、吸着力が急激に低下する欠点があ
る。また、多量に使用すると処理コストの増大を招き、
少量の使用で効果を挙げるために微粉化すると、保管時
あるいは移送時に空気中の酸素と結合し易くなり、いわ
ゆる粉塵爆発の危険性を招く。活性炭などを用いる方法
に代えて、気相あるいは液相の酸を滴下することにより
アンモニアを中和することも考えられるが、酸の保管自
体が危険物の保管となり管理が面倒になる上、配管等の
耐食対策が必要なため処理コストが相当に嵩む問題があ
る。
As a measure against ammonia odor, a method of adsorbing it on an organic high specific surface area substance such as activated carbon is known, as is often done with pet sand. But,
This method is not suitable for the odor control of dry powder. That is, activated carbon and the like adsorb water, dust, and the like in addition to ammonia and saturate the surface in a short period of time, resulting in a drastic decrease in adsorption force. Also, if used in large amounts, it will increase the processing cost,
If it is pulverized in order to obtain an effect even if it is used in a small amount, it easily binds to oxygen in the air during storage or transportation, which causes a risk of so-called dust explosion. It is possible to neutralize ammonia by dropping gas phase or liquid phase acid instead of using activated carbon, but the acid storage itself is a hazardous material storage, which is troublesome to manage. There is a problem that the treatment cost is considerably increased due to the need for corrosion resistance measures such as.

【0006】[0006]

【発明の解決課題】本発明は、以上のような従来の処理
方法における問題を解決したものであり、大量に発生す
る下水汚泥の悪臭を除去し、下水汚泥を安定的に有効利
用できる方法を提供することを目的とする。本発明によ
れば、下水汚泥と生石灰の混合物の悪臭が低コストで除
去されるので、該混合物をセメント原料あるいは製鉄原
料として利用し易くなり、さらには従来利用されていな
い分野での新たな用途も可能になる。
DISCLOSURE OF THE INVENTION The present invention solves the problems in the conventional treatment methods as described above, and provides a method capable of removing the bad odor of a large amount of sewage sludge and stably and effectively utilizing the sewage sludge. The purpose is to provide. According to the present invention, the malodor of a mixture of sewage sludge and quick lime is removed at low cost, which facilitates the use of the mixture as a raw material for cement or a raw material for iron making, and further has a new application in a field that has not been conventionally used. Will also be possible.

【0007】[0007]

【課題の解決手段】本発明によれば、以下の構成からな
る下水汚泥の処理方法および下水汚泥処理物が提供され
る。 (1) 下水汚泥に生石灰類を混合して脱水した後に、
該汚泥・石灰混合物にSiO2 含有量50重量%以上で
3%水中懸濁時の水素イオン濃度5.0以下の酸性を呈
する粉体を、0.5〜15重量%添加して脱臭すること
を特徴とする下水汚泥の処理方法。 (2)酸性粉体がケイ藻土または酸性白土である上記
(1) に記載の方法。 (3)下水汚泥に生石灰類を混合して脱水した汚泥・石
灰混合物に、SiO2含有量50重量%以上で3%水中
懸濁時の水素イオン濃度5.0以下の酸性を呈する粉体
が0.5〜15重量%混合されていることを特徴とする
脱臭下水汚泥組成物。 (4)酸性粉体がケイ藻土または酸性白土である上記
(3) に記載の組成物。
According to the present invention, there is provided a sewage sludge treatment method and a sewage sludge treated product having the following constitution. (1) After mixing quicklime with sewage sludge for dehydration,
To deodorize the sludge / lime mixture by adding 0.5 to 15% by weight of powder having an SiO 2 content of 50% by weight or more and having a hydrogen ion concentration of 5.0 or less when suspended in 3% water. A method for treating sewage sludge, which is characterized by: (2) The above wherein the acidic powder is diatomaceous earth or acidic clay
The method described in (1). (3) A sludge-lime mixture obtained by mixing quicklime with sewage sludge and dehydrated to obtain a powder exhibiting an acidity of 50% by weight or more of SiO 2 and a hydrogen ion concentration of 5.0 or less when suspended in 3% water. A deodorized sewage sludge composition, which is mixed in an amount of 0.5 to 15% by weight. (4) The above, wherein the acidic powder is diatomaceous earth or acidic clay
The composition according to (3).

【0008】[0008]

【具体的な説明】(I)生石灰類による脱水工程 本発明で処理する下水汚泥は、主に下水処理場で発生す
る汚泥であるが、この他に、し尿、家庭用雑排水、産業
用排水処理などによって発生した汚泥を含む。これらの
汚泥は下水処理場でフィルタープレス等により含水率が
60〜100%程度まで脱水処理されており、本発明は
この下水汚泥を使用する。下水汚泥に混合する生石灰類
とは、CaOを主成分とし、下水汚泥の水分を取り込ん
で消石灰類になるものを云い、具体的には、生石灰、仮
焼ドロマイト、水滓、高炉スラグなどが含まれる。生石
灰類の粒度は粒径70mm以下、好ましくは30mm以下で
あれば良い。生石灰類の混合量は下水汚泥の含水率にも
よるが、概ね、下水汚泥100重量部に対して80〜1
30重量部程度が好ましい。生石灰の添加量がこの範囲
よりも少ないと汚泥が乾燥せず、セメント原料ないし製
鉄原料として適さない。また生石灰の添加量が多すぎる
とコスト高になるので好ましくない。含水率80%の下
水汚泥に同量程度の生石灰を混合したものは、含水率が
ほぼゼロの乾燥した粉体が得られる。
[Detailed Description] (I) Dehydration Step Using Quick Lime The sewage sludge treated in the present invention is mainly sludge generated at a sewage treatment plant. In addition to this, human waste, domestic wastewater, industrial wastewater Includes sludge generated by treatment. These sludges are dehydrated by a filter press or the like at a sewage treatment plant to a water content of about 60 to 100%, and the present invention uses this sewage sludge. The quicklimes mixed with sewage sludge are those that contain CaO as a main component and take in the water of the sewage sludge to form slaked limes. Be done. The particle size of quicklime is 70 mm or less, preferably 30 mm or less. The mixing amount of quicklime depends on the water content of the sewage sludge, but is generally 80 to 1 with respect to 100 parts by weight of the sewage sludge.
About 30 parts by weight is preferable. If the amount of quicklime added is less than this range, the sludge will not be dried and is not suitable as a raw material for cement or iron making. If the amount of quicklime added is too large, the cost will be high, which is not preferable. When sewage sludge having a water content of 80% is mixed with the same amount of quicklime, a dry powder having a water content of almost zero is obtained.

【0009】(II)酸性珪酸質粉末による脱臭工程 以上のように脱水処理された汚泥と石灰の混合物に、S
iO2 含有量が50%以上であり、かつ水中に3%懸濁
させた場合の水素イオン濃度(本明細書において「3%
水中懸濁液pH」という。)が5.0以下である珪酸質
粉体を添加して脱臭する。上記粉体のSiO2 含有量が
50%未満であるとプロトン性酸が生じ難く、また3%
水中懸濁液pHが5.0を上回るとアンモニア中和の作
用が十分に行われない。
(II) Deodorizing step with acidic siliceous powder To the mixture of sludge and lime dehydrated as described above, S
The hydrogen ion concentration when the iO 2 content is 50% or more and is suspended in water 3% (in the present specification, "3%
Suspension pH in water ". ) Is less than 5.0 and deodorized by adding siliceous powder. If the SiO 2 content of the above powder is less than 50%, it is difficult to generate a protic acid, and 3%
When the pH of the suspension in water exceeds 5.0, the effect of neutralizing ammonia is not sufficiently exerted.

【0010】上記条件を満たす珪酸質粉体としてはケイ
藻土、酸性白土およびその加工品である活性白土が好適
である。これらは、第一に、北海道から九州に至る火山
地帯に広く分布し入手し易く、価格も同重量の活性炭よ
り安価であり、経済性に優れる。しかも採掘容易の上、
既に粉粒体となっているので粉砕等の必要がない。第二
に、これらは吸水性が少ない上に、数%のアンモニアガ
スを有する乾粉に対して2時間〜7日程度中和を続ける
に要する酸基を有し得る。第三に、化学成分がSiO2
−Al2 3 系であることは、利用先であるセメント・
鉄鋼・土壌改良等の面で不都合が特に問題ないことも長
所である。
As the siliceous powder satisfying the above conditions, diatomaceous earth, acid clay and activated clay which is a processed product thereof are suitable. First, they are widely distributed in the volcanic region from Hokkaido to Kyushu, are easily available, are cheaper than activated carbon of the same weight, and are economical. Moreover, because it is easy to mine,
Since it is already in the form of powder, there is no need to crush it. Secondly, in addition to being low in water absorption, they may have acid groups required to continue neutralization for about 2 hours to 7 days with respect to a dry powder containing a few% of ammonia gas. Third, the chemical composition is SiO 2
-The fact that it is an Al 2 O 3 system means that the cement
Another advantage is that there is no particular problem in terms of steel and soil improvement.

【0011】ケイ藻土はケイ藻の殻からなる含水二酸化
ケイ素を主成分とする土壌である。また酸性白土はモン
モリロナイトを主成分とする白色の粘土であり、強い吸
着能を有し、懸濁液のpHは弱酸性を示す。粘土鉱物で
あるモンモリロナイトは珪酸分(SiO2 ) に富み、Si原
子の一部がAl、FeおよびMg原子によって置換さ
れ、このマイナス電荷を層間のK+ 、Na+ 等の陽イオ
ンによって中和した構造を有している。これが風雨に曝
されて陽イオンがプロトンに置換されるとプロトン酸
(ブレンステッド酸)が生じて酸性を呈するようにな
り、酸性白土となる。さらに硫酸などで結晶構造中のA
l、Mg原子を溶出すると、多孔性が高く極めて活性度
の高い活性白土になる。活性白土の3%水中懸濁液pH
は概ね3.0以下であり、アンモニア消臭効果はより大
きい。なお、けいそう土、酸性白土、活性白土類の組成
は、セメント・鉄鋼用途に不適なリン・アルカリ金属等
を特に多量に含むものでなければ、AlないしFeなど
の多寡は問題ではなく、石油精製、製紙等には用いるこ
とのできない低品位のものであってもかまわまい。
Diatomaceous earth is a soil whose main component is hydrous silicon dioxide composed of diatom shells. The acid clay is a white clay containing montmorillonite as a main component, has a strong adsorption capacity, and the pH of the suspension shows weak acidity. Clay mineral montmorillonite is rich in silicic acid (SiO 2 ), some of Si atoms are replaced by Al, Fe and Mg atoms, and this negative charge is neutralized by cations such as K + and Na + between layers. It has a structure. When this is exposed to wind and rain and the cations are replaced by protons, protonic acids (Bronsted acids) are generated and become acidic, and become acid clay. A in the crystal structure with sulfuric acid, etc.
When l and Mg atoms are eluted, the activated clay has high porosity and extremely high activity. PH of 3% activated clay suspension in water
Is approximately 3.0 or less, and the ammonia deodorizing effect is greater. If the composition of diatomaceous earth, acid clay, and activated clay is not particularly high in phosphorus and alkali metals, which are unsuitable for cement / steel applications, the amount of Al or Fe is not a problem, and petroleum It may be a low-grade one that cannot be used for refining or papermaking.

【0012】上記ケイ藻土、酸性白土および活性白土で
は、これら粉体の粒子表面または粒子内の金属陽イオン
溶出部に存するプロトンとアンモニア分子が結合しアン
モニウムイオンとして粒子表面または粒子内に捕捉され
る。一方、シリカゲル、ゼオライトあるいは活性炭等な
どもアンモニアの吸着効果を有することが知られている
が、これらの吸着能はその多孔性に依存しており、アン
モニア成分のみならず、他の成分、中でも水蒸気を特に
大量に吸着する。この結果、多孔面が直ちに飽和してし
まい、肝心のアンモニアを十分に吸着できない。汚泥の
含水率を低減すれば水蒸気による飽和を避けることがで
きるが、乾燥のためには多量の熱を必要とし、経済性に
劣る。ところが、本発明で用いる上記ケイ藻土、酸性白
土および活性白土は、単なる多孔性による吸着能ではな
く、前述のように、多孔性と共にその酸性によってアン
モニア分子を吸着するために、アンモニアが効果的に捕
捉されるので、その消臭効果が大きい。
In the above-mentioned diatomaceous earth, acid clay and activated clay, the protons and ammonia molecules existing in the metal cation elution part on the particle surface or in the particles of these powders are bound and captured as ammonium ions on the particle surface or in the particles. It On the other hand, silica gel, zeolite, activated carbon, etc. are also known to have an ammonia adsorption effect, but their adsorption ability depends on their porosity, and not only the ammonia component but also other components, especially water vapor. Adsorb a particularly large amount. As a result, the porous surface is saturated immediately and the essential ammonia cannot be adsorbed sufficiently. Saturation by water vapor can be avoided by reducing the water content of sludge, but a large amount of heat is required for drying, which is inferior in economic efficiency. However, the above-mentioned diatomaceous earth, acid clay and activated clay used in the present invention are not merely adsorption ability due to porosity, and as described above, ammonia is effective because it adsorbs ammonia molecules by its acidity together with porosity. The deodorant effect is great because it is captured by.

【0013】因みに、シリカゲル・ゼオライト・クリス
トバライト・タルク・セピオライト等もケイ酸を主成分
とし、アンモニア吸着能を有するが、粒子表面が酸基を
保有できないため吸着効果が低く、アンモニアの消臭が
完全でない。さらに、ベントナイトは酸性白土と同様に
モンモリロナイトからなるが、ベントナイトはその懸濁
液が中性ないし弱アルカリ性であり、酸性白土等とは異
なる。ベントナイトが中性ないし弱アルカリ性であるの
は、その SiO2 /Al2 O3 比が6以下であり、酸性白土
よりもアルミ分が多く、従って、Na+ 、Ca2+などを
吸着し易いために酸基を保持できないからである。なお
酸性白土の SiO2 /Al2 O3 比は6〜10であり、ベン
トナイトと大きく異なる。
Incidentally, silica gel, zeolite, cristobalite, talc, sepiolite, etc., which have silicic acid as a main component and have an ammonia adsorbing ability, have a low adsorbing effect because the particle surface cannot hold an acid group, so that the deodorization of ammonia is complete. Not. Further, bentonite is composed of montmorillonite like acid clay, but bentonite is different from acid clay in that its suspension is neutral to weakly alkaline. Bentonite is neutral or weakly alkaline because its SiO 2 / Al 2 O 3 ratio is 6 or less and has more aluminum content than acid clay, so it is easy to adsorb Na + , Ca 2+, etc. This is because the acid group cannot be retained. The SiO 2 / Al 2 O 3 ratio of the acid clay is 6 to 10, which is significantly different from bentonite.

【0014】酸性白土等の添加量は、乾粉100重量部
に対して、0.5〜15重量部である。添加量が0.5
重量部未満では脱臭効果が十分でなく、また添加量が1
5重量部を超えても脱臭効果は変わらず、むしろ重量増
およびコスト高になるので好ましくない。脱臭剤として
用いる上記酸性白土等の粒度は制限されず、3mm以下が
適当であり、1mm以下が好ましい。
The amount of acid clay or the like added is 0.5 to 15 parts by weight per 100 parts by weight of dry powder. Addition amount is 0.5
If it is less than 1 part by weight, the deodorizing effect is not sufficient, and the addition amount is 1
Even if the amount exceeds 5 parts by weight, the deodorizing effect does not change, but rather the weight increases and the cost increases, which is not preferable. The particle size of the above-mentioned acid clay used as a deodorant is not limited, and is appropriately 3 mm or less, preferably 1 mm or less.

【0015】(III) 本方法の処理工程例 本方法の処理工程例を図1に示す。図示する処理工程
は、下水汚泥供給部1、生石灰供給部2、乾粉製造部
3、排ガス排水処理部4およびこれらを結ぶ移送系から
構成されている。下水汚泥供給部1では、下水処理場で
フィルタープレス等により含水量が70〜80%に脱水
処理された汚泥ケーキが供給装置11を通じて乾粉製造
部3に所定量ずつ送られる。一方、生石灰供給部2には
生石灰の計量手段14が設けられており、一定量の生石
灰が乾粉製造部3に送られる。
(III) Example of Process Steps of this Method FIG. 1 shows an example of process steps of this method. The illustrated treatment process is composed of a sewage sludge supply unit 1, a quick lime supply unit 2, a dry powder production unit 3, an exhaust gas wastewater treatment unit 4, and a transfer system connecting them. In the sewage sludge supply unit 1, the sludge cake that has been dehydrated to a water content of 70 to 80% by a filter press or the like in a sewage treatment plant is sent to the dry powder production unit 3 by a predetermined amount through the supply device 11. On the other hand, the quick lime supply unit 2 is provided with a quick lime measuring unit 14, and a fixed amount of quick lime is sent to the dry powder production unit 3.

【0016】乾粉製造部3は原料混合機12および熟成
混合機13から構成される。原料混合機12では汚泥ケ
ーキと生石灰供給部2から送られてくる一定量の生石灰
が混合される。汚泥の固形分100重量部に対して概ね
50〜150重量部の生石灰を添加して均一に混合した
後に、この混合物を熟成混合機13に移し、水分量が十
分に低減した状態になるまで混合する。これらの混合機
12、13の排気系にはバッグフィルタ15、排ガス冷
却装置16、スクラバ17、中和槽18、ミストセパレ
ータ19および活性炭吸着器20からなる排ガス排水処
理部4が付設される。
The dry powder production section 3 comprises a raw material mixer 12 and an aging mixer 13. The raw material mixer 12 mixes the sludge cake with a certain amount of quick lime sent from the quick lime supply unit 2. After adding 50 to 150 parts by weight of quicklime to 100 parts by weight of solid content of sludge and uniformly mixing, the mixture is transferred to an aging mixer 13 and mixed until the water content is sufficiently reduced. To do. An exhaust gas wastewater treatment unit 4 including a bag filter 15, an exhaust gas cooling device 16, a scrubber 17, a neutralization tank 18, a mist separator 19 and an activated carbon adsorber 20 is attached to the exhaust system of these mixers 12 and 13.

【0017】熟成が進行した時点で、熟成混合物に酸性
白土等の消臭剤を添加する。酸性白土等の添加量は乾粉
100重量部に対して0.5〜15重量部である。酸性
泊土等を添加することにより、混合物のアンモニア残存
量は人が臭気を感じる閾値の1ppm 以下に低減され、ア
ンモニア臭が除去される。
When the ripening proceeds, a deodorant such as acid clay is added to the aging mixture. The amount of acid clay or the like added is 0.5 to 15 parts by weight per 100 parts by weight of dry powder. By adding acidic soil and the like, the residual ammonia amount of the mixture is reduced to 1 ppm or less, which is the threshold value at which a person feels an odor, and the ammonia odor is removed.

【0018】本発明の処理方法によって無臭化した乾粉
(処理物)は貯蔵タンクなどに保管され、セメントもし
くは鉄鋼用原料、あるいは土壌改良剤または肥料として
用いられる。具体的には、セメントの製造工程におい
て、上記処理物を他のセメント原料と共に原料系に投入
して用いることができる。上記処理物の消石灰と汚泥固
形分の無機物はセメント成分となり、汚泥の有機物は焼
成時の燃料となる。また上記処理物は製鉄工程において
焼結原料の一部として用いることができる。
The dry powder (treated product) deodorized by the treatment method of the present invention is stored in a storage tank or the like and used as a raw material for cement or steel, or a soil conditioner or fertilizer. Specifically, in the cement manufacturing process, the treated product can be used by being put into a raw material system together with other cement raw materials. The slaked lime and the sludge solid matter inorganic matter of the above-mentioned treated matter serve as cement components, and the organic matter of sludge serves as fuel at the time of firing. Further, the treated product can be used as a part of the sintering raw material in the iron making process.

【0019】土壌改良剤としては、単独で用いても良
く、またはシリカ、石灰粉、フライアッシュなどの既知
の土壌改良成分と共に用いても良い。肥料としては、単
独であるいは他の栄養成分とともに用いる。酸性白土等
を用いて無臭化した本発明の汚泥処理産物では、アンモ
ニウムイオンが完全に中和されずに鉱物中のケイ酸単位
を構成する陰イオン群と弱く結合しているため、酸を用
いて完全に中和した場合とは異なりアンモニアによる脱
硝効果等が見られ、炭素源を多量に有すること、および
石灰分を含有するため酸性土壌の中和効果を有すること
と相俟って土壌の肥沃化に顕著な効果がある。
The soil conditioner may be used alone or in combination with known soil conditioner components such as silica, lime powder and fly ash. As a fertilizer, it is used alone or together with other nutrients. In the sludge treatment product of the present invention deodorized using acid clay or the like, ammonium ions are not completely neutralized and are weakly bound to the anion group constituting the silicic acid unit in the mineral. The effect of denitration by ammonia is different from the case of completely neutralizing the soil, and the fact that it has a large amount of carbon source and that it has a neutralizing effect on acidic soil because it contains lime, It has a significant effect on fertility.

【0020】[0020]

【実施例】以下に本発明の実施例および比較例を示す。
なお本実施例は例示であり、本発明の範囲を限定するも
のではない。
EXAMPLES Examples and comparative examples of the present invention will be shown below.
It should be noted that the present embodiment is merely an example and does not limit the scope of the present invention.

【実施例1および比較例】(1)使用材料 実施例・比較例で用いた材料は次のとおりである。 (イ)下水汚泥:活性汚泥処理した含水率80%の下水
汚泥。乾燥品の有機物含有率94%。(ロ)生石灰:C
aO含有量94%以上の石灰石焼成品。(ハ)脱臭用粉
体:ケイ藻土、酸性白土、活性白土、ゼオライト、硅石
粉、セピオライト、ベントナイト、鹿沼土、活性炭。ケ
イ藻土〜酸性白土は実施例、その他は比較例。各粉体の
物性は表1に示す通りである。
Example 1 and Comparative Example (1) Materials Used The materials used in Examples and Comparative Examples are as follows. (A) Sewage sludge: Sewage sludge treated with activated sludge having a water content of 80%. Organic matter content of dried product is 94%. (B) Quick lime: C
Calcined limestone product with aO content of 94% or more. (C) Deodorizing powder: diatomaceous earth, acid clay, activated clay, zeolite, silica powder, sepiolite, bentonite, Kanuma soil, activated carbon. Diatomaceous earth to acid clay are examples, and others are comparative examples. The physical properties of each powder are shown in Table 1.

【0021】[0021]

【表1】 [Table 1]

【0022】(2)脱水工程 ホバートミキサーに汚泥1kg、生石灰1kgを入れ、15
分間低速で混合した。生石灰の水和に伴い機内の温度は
最高170℃に達し、水分は水蒸気となって揮散した。
水分量15%となった混合物(消石灰と脱水汚泥)を1
2時間熟成し、その後、水分・アンモニア含有量が均一
になるように混合した。この結果、水分量3%〜8%の
乾燥混合物(乾粉)が得られた。
(2) Dehydration step 1 kg of sludge and 1 kg of quick lime were put into a Hobart mixer, and
Mix at low speed for minutes. With the hydration of quicklime, the temperature inside the machine reached a maximum of 170 ° C, and the water vaporized to vaporize.
1 mixture containing 15% water (slaked lime and dehydrated sludge)
The mixture was aged for 2 hours, and then mixed so that the water and ammonia contents were uniform. As a result, a dry mixture (dry powder) having a water content of 3% to 8% was obtained.

【0023】(3)アンモンモニア濃度の測定 予備試験として、水分量8%の上記乾粉を流速20cm/sec
で温度 100℃の容器内に流し、発生したアンモニアガス
を水中に導いて補集し、ガスクロマトグラフを用いてそ
の濃度を測定した。本発明の脱臭処理を行わない上記乾
粉のアンモニア濃度は6000ppm であった。因みに、
悪臭防止法による臭気強度目安では、濃度1ppm で全て
の人がアンモニア臭を感じるとしており、6000ppm
の濃度は極めて激しいアンモニア臭である。なお同様に
他の悪臭成分を分析したところ、硫化水素1ppm 以下、
トリメチルアミン0.04ppm 以下、ノルマル吉草酸
0.001ppm 以下であった。実施例および比較例は、
実際の使用態様にあわせ、吸引式検知管を用いてアンモ
ニア濃度を測定した。即ち、容量100mlの捕集びん中
に乾粉20gを入れ、40℃の温度に16時間保持した
後、上部空間に滞留するアンモニア蒸気を検知管で濃度
測定した。この結果を表2および表3に示した。
(3) Measurement of Ammonmonia Concentration As a preliminary test, the dry powder having a water content of 8% was used at a flow rate of 20 cm / sec.
Then, the ammonia gas generated was introduced into water to collect it, and its concentration was measured using a gas chromatograph. The ammonia concentration of the dry powder not subjected to the deodorizing treatment of the present invention was 6000 ppm. By the way,
According to the standard of odor intensity according to the Offensive Odor Control Law, it is said that at a concentration of 1 ppm, everyone feels an odor of ammonia.
The concentration of is an extremely intense ammonia odor. Similarly, when other malodorous components were analyzed, hydrogen sulfide was 1 ppm or less,
Trimethylamine was 0.04 ppm or less and normal valeric acid was 0.001 ppm or less. Examples and comparative examples are
The ammonia concentration was measured using a suction type detection tube in accordance with the actual usage. That is, 20 g of dry powder was placed in a 100-ml capacity collection bottle, and the temperature was kept at 40 ° C. for 16 hours, after which the concentration of ammonia vapor retained in the upper space was measured with a detector tube. The results are shown in Tables 2 and 3.

【0024】(4)脱臭工程 上記捕集ビンに乾粉20gと共に各土壌粉末を入れ、発
生するアンモニアガスの濃度を測定した。各試料の測定
結果を粉体の添加量(0.5〜7%)ごとに表2および
表3に示した。なお、表2は水分量3%の乾粉を使用し
たもの、表3は水分量8%の乾粉を使用したものであ
る。
(4) Deodorizing Step Each soil powder was put into the above collection bottle together with 20 g of dry powder, and the concentration of the generated ammonia gas was measured. The measurement results of each sample are shown in Tables 2 and 3 for each powder addition amount (0.5 to 7%). In addition, Table 2 uses dry powder having a water content of 3%, and Table 3 uses dry powder having a water content of 8%.

【0025】[0025]

【表2】 [Table 2]

【0026】[0026]

【表3】 [Table 3]

【0027】これらの結果に示されるように、本発明の
処理方法においては、酸性白土等の添加量が0.5%で
もアンモニア濃度が1ppm 以下である。一方、酸性白土
等に代えてゼオライトや活性炭等を混合したものは、最
も脱臭効果が高い活性炭を用いた場合でも、アンモニア
濃度を1ppm 以下にするには、水分量3%の乾粉に対し
て活性炭が3%以上必要であり、水分量8%の乾粉に対
しては活性炭の量を増しても良好な脱臭効果が得られな
い。しかも活性炭等を用いたものは混合状態も大きく影
響し、良く混合しないものはアンモニア濃度が高く脱臭
効果が低い。
As shown in these results, in the treatment method of the present invention, the ammonia concentration is 1 ppm or less even if the amount of the acid clay added is 0.5%. On the other hand, in the case where zeolite or activated carbon is mixed instead of acid clay, even if the activated carbon with the highest deodorizing effect is used, in order to reduce the ammonia concentration to 1 ppm or less, the activated carbon is used against dry powder with a water content of 3%. Is required to be 3% or more, and a good deodorizing effect cannot be obtained even if the amount of activated carbon is increased with respect to dry powder having a water content of 8%. Moreover, those using activated carbon or the like have a great influence on the mixing state, and those not mixing well have a high ammonia concentration and a low deodorizing effect.

【0028】[0028]

【実施例2】水分量3%の上記乾粉にケイ藻土、酸性白
土、活性白土をそれぞれ3%添加したものをセメント原
料として用い、これを他のセメント原料(石灰石、粘
土、銅カラミを所定量加え粉砕した調合原料)に内割り
10%となるように添加し、ペレット化したものを14
50℃で焼成した。得られたセメントクリンカーをブレ
ーン値3500m2 /gになるまで粉砕した。このポルト
ランドセメントをJIS R5201により評価した。表4の結
果に示すように、本発明の処理物を添加したものは、こ
れを加えないセメントと比較して、凝結時間およびモル
タル強度に大差なく、上記処理物をセメント原料として
使用できることが確認された。
[Example 2] The above dry powder having a water content of 3% with 3% each of diatomaceous earth, acid clay and activated clay was used as a cement raw material, and this was used as another cement raw material (limestone, clay, copper kalami). Addition of a fixed amount to a pulverized raw material) to make a 10% internal ratio and pelletization
It was baked at 50 ° C. The cement clinker obtained was ground to a Blaine value of 3500 m 2 / g. This Portland cement was evaluated according to JIS R5201. As shown in the results of Table 4, it was confirmed that the product to which the treated product of the present invention was added can be used as a cement raw material without much difference in setting time and mortar strength as compared with the cement to which the treated product is not added. Was done.

【0029】[0029]

【表4】 [Table 4]

【0030】[0030]

【実施例3】北海道中央地区の火山灰質酸性土壌に15
0 g/m2 の割合で水分量3%の上記乾粉(酸性白土5%
入)を定植前に散布し、土壌の3%水中懸濁時のpHが
5.2であってものを6.9に調整した。この土壌を使
用してイチゴ(ダメー種)のハウス栽培を行なったとこ
ろ、乾粉未散布土壌により栽培したものと比較して20
%前後の増収が見られた。またイチゴの色調も改善され
た。同様の実験をメロン(アールスフェボリット種)を
用いて行なったところ、乾粉未散布土壌により栽培した
ものと比較して15%前後の増収があり、メロン表面の
ネット模様が明瞭になる効果がみられた。
[Example 3] 15 to the volcanic ash acidic soil in the central area of Hokkaido
The above dry powder with a moisture content of 3% at a rate of 0 g / m 2 (5% of acid clay)
Was sprayed before planting, and the pH of the soil when suspended in 3% water was adjusted to 6.9 even when the pH was 5.2. When strawberries (damage variety) were cultivated in a greenhouse using this soil, it was 20 compared with those cultivated in dry powder non-dispersed soil.
Increased sales were seen around%. Also, the color tone of strawberries was improved. When the same experiment was conducted using melon (Arsfeborg variety), there was an increase of around 15% in comparison with the one cultivated on dry powder unsprayed soil, and the net pattern on the melon surface became clear. It was seen.

【0031】[0031]

【発明の効果】本発明に係る下水汚泥の処理方法によれ
ば、汚泥処理産物である乾粉が低コストで実質的に無臭
化され、その取扱性が著しく改善される。従って、この
乾粉を広い用途に利用し易い。また、本発明の処理方法
により得られた処理産物はカルシウムやシリカを主体と
して含むため、セメント・鉄鋼原料として有効かつ大量
に処理することができる。さらに、この処理産物は、含
有される有機成分およびカルシウムその他の無機養分並
びにアンモニウムイオンにより、脱硝効果、酸性土壌改
良効果および植物の肥育効果などが顕著であり、しかも
無臭であるので地盤改良材・肥料などとしても有用であ
る。
According to the sewage sludge treatment method of the present invention, dry powder, which is a sludge treatment product, is substantially deodorized at a low cost, and its handleability is remarkably improved. Therefore, this dry powder is easy to use for a wide range of purposes. In addition, since the treated product obtained by the treating method of the present invention mainly contains calcium and silica, it can be treated effectively as a raw material for cement and steel and can be treated in large quantities. Further, this treated product has a remarkable denitrification effect, an acidic soil improving effect, a plant fattening effect, and the like due to the contained organic components, calcium and other inorganic nutrients, and ammonium ions. It is also useful as fertilizer.

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

【図1】本発明の処理工程図。FIG. 1 is a process diagram of the present invention.

【符号の説明】[Explanation of symbols]

1…下水汚泥供給部 2…生石灰供給部 3…乾粉製造部 4…排ガス排水処理部 1 ... sewage sludge supply unit 2 ... quick lime supply unit 3 ... dry powder production unit 4 ... exhaust gas wastewater treatment unit

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成7年2月8日[Submission date] February 8, 1995

【手続補正2】[Procedure Amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0021[Correction target item name] 0021

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0021】[0021]

【表1】 [Table 1]

フロントページの続き (72)発明者 臼倉 桂一 東京都港区西新橋二丁目14番1号 秩父小 野田株式会社資源事業本部内Front Page Continuation (72) Inventor Keiichi Usura 2-14-1, Nishishimbashi, Minato-ku, Tokyo Chichibu Onoda Co., Ltd. Resource Business Division

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】下水汚泥に生石灰類を混合して脱水した後
に、該汚泥・石灰混合物にSiO2 含有量50重量%以
上で3%水中懸濁時の水素イオン濃度5.0以下の酸性
を呈する粉体を、0.5〜15重量%添加して脱臭する
ことを特徴とする下水汚泥の処理方法。
1. An acid having a hydrogen ion concentration of 5.0 or less when suspended in 3% water with a SiO 2 content of 50% by weight or more is added to the sludge / lime mixture after dehydration by mixing quicklime with the sewage sludge. A method for treating sewage sludge, which comprises adding 0.5 to 15% by weight of the present powder to deodorize.
【請求項2】酸性粉体がケイ藻土または酸性白土である
請求項1に記載の方法。
2. The method according to claim 1, wherein the acidic powder is diatomaceous earth or acidic clay.
【請求項3】下水汚泥に生石灰類を混合して脱水した汚
泥・石灰混合物に、SiO2 含有量50重量%以上で3
%水中懸濁時の水素イオン濃度5.0以下の酸性を呈す
る粉体が0.5〜15重量%混合されていることを特徴
とする脱臭下水汚泥組成物。
3. A sludge-lime mixture obtained by mixing quick lime with sewage sludge and dehydrating the sewage sludge with a SiO 2 content of 50% by weight or more.
% 0.5 to 15% by weight of powdered powder having a hydrogen ion concentration of 5.0 or less when suspended in water is mixed, and the deodorized sewage sludge composition is characterized.
【請求項4】酸性粉体がケイ藻土または酸性白土である
請求項3に記載の組成物。
4. The composition according to claim 3, wherein the acidic powder is diatomaceous earth or acidic clay.
JP6337676A 1994-12-28 1994-12-28 Treatment of sewerage sludge and sewerage sludge-treated material Pending JPH08182999A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6337676A JPH08182999A (en) 1994-12-28 1994-12-28 Treatment of sewerage sludge and sewerage sludge-treated material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6337676A JPH08182999A (en) 1994-12-28 1994-12-28 Treatment of sewerage sludge and sewerage sludge-treated material

Publications (1)

Publication Number Publication Date
JPH08182999A true JPH08182999A (en) 1996-07-16

Family

ID=18310914

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6337676A Pending JPH08182999A (en) 1994-12-28 1994-12-28 Treatment of sewerage sludge and sewerage sludge-treated material

Country Status (1)

Country Link
JP (1) JPH08182999A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100337084B1 (en) * 1999-07-24 2002-05-16 성경 method for manufacturing compost by using sewage sluge
KR100535437B1 (en) * 1998-07-01 2006-02-28 양대윤 Liquid water purifier with a mixture of calcium oxide and ocher
CN102153266A (en) * 2011-02-24 2011-08-17 韩承宏 Method for treating sewage sludge with diatom
CN107522250A (en) * 2017-09-19 2017-12-29 清远绿由环保科技有限公司 A kind of filtering decolorising agent produced with oily sludge and its manufacture method
CN110372396A (en) * 2019-08-05 2019-10-25 武汉钢铁有限公司 Steel plant's comprehensive wastewater sludge dewatering and ceramsite sintering stock integrated technique
CN116492806A (en) * 2023-03-06 2023-07-28 南京鑫豪高分子材料有限公司 Method for removing peculiar smell after treatment of incineration fly ash by chelating agent

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100535437B1 (en) * 1998-07-01 2006-02-28 양대윤 Liquid water purifier with a mixture of calcium oxide and ocher
KR100337084B1 (en) * 1999-07-24 2002-05-16 성경 method for manufacturing compost by using sewage sluge
CN102153266A (en) * 2011-02-24 2011-08-17 韩承宏 Method for treating sewage sludge with diatom
CN107522250A (en) * 2017-09-19 2017-12-29 清远绿由环保科技有限公司 A kind of filtering decolorising agent produced with oily sludge and its manufacture method
CN107522250B (en) * 2017-09-19 2020-11-10 广州中滔绿由环保科技有限公司 Filtering decolorant produced by oil-containing sludge and manufacturing method thereof
CN110372396A (en) * 2019-08-05 2019-10-25 武汉钢铁有限公司 Steel plant's comprehensive wastewater sludge dewatering and ceramsite sintering stock integrated technique
CN116492806A (en) * 2023-03-06 2023-07-28 南京鑫豪高分子材料有限公司 Method for removing peculiar smell after treatment of incineration fly ash by chelating agent

Similar Documents

Publication Publication Date Title
Ragheb Phosphate removal from aqueous solution using slag and fly ash
KR100860017B1 (en) Soil aggregate composition for civil engineering and construction materials using process sludge and manufacturing method thereof
CN105819887A (en) Preparation method of non-sintered ceramsite with ammonia nitrogen adsorption function
Liu et al. Understanding the effect of particle size of waste concrete powder on phosphorus removal efficiency
CN101376573A (en) Method for recycling sludge of sewage plant to produce cement
US5407576A (en) Process for the purification of waste water
US5611853A (en) Composition of matter and solid medium based-on naturally-occurring humic allophane soil useful in treatment of fluids
JP3684410B2 (en) Sewage sludge treatment method and treated sewage sludge
JPH08182999A (en) Treatment of sewerage sludge and sewerage sludge-treated material
JPH10137716A (en) Waste treating material and treatment of waste
KR20130123799A (en) Method for treating organic waste matter
JPH09248600A (en) Method of utilizing sewage sludge as cement making material and fuel
JP3285523B2 (en) Manufacturing method of cement
RU2708595C1 (en) Method of complex treatment of sewage sludge
CN110575812B (en) Environment-friendly adsorbing material for efficient phosphorus removal of argil/pyrolusite and preparation method thereof
JPH03207497A (en) Treatment of sewerage sludge
JP3764757B2 (en) Sewage sludge treatment method
Balkaya et al. Influence of operating parameters on lead removal from wastewater by phosphogypsum
JP4387040B2 (en) Soil improver and / or organic fertilizer and method for producing the same
JP2002079081A (en) Porous powder, and method for manufacturing and using the same
JP3420081B2 (en) Method for producing adsorbent from refuse incineration ash
JPH08206627A (en) Disposal method for waste of fish and shellfish
CN114790095B (en) Reutilization process technology of incineration garbage fly ash
JP2002219497A (en) A method for treating excrement and sludge, carbonized material produced thereby and common fertilizer using the same
KR0174716B1 (en) Process agent component for stabilizing and solidifying all kinds of sludge

Legal Events

Date Code Title Description
A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20040316