JPH08299997A - Treatment of sludge and device therefor - Google Patents

Treatment of sludge and device therefor

Info

Publication number
JPH08299997A
JPH08299997A JP7136035A JP13603595A JPH08299997A JP H08299997 A JPH08299997 A JP H08299997A JP 7136035 A JP7136035 A JP 7136035A JP 13603595 A JP13603595 A JP 13603595A JP H08299997 A JPH08299997 A JP H08299997A
Authority
JP
Japan
Prior art keywords
sludge
quicklime
dried
water content
weight
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP7136035A
Other languages
Japanese (ja)
Other versions
JP3666940B2 (en
Inventor
Hiroshi Yasuda
浩 安田
Satoru Ishimori
悟 石森
Kenji Nozaki
賢二 野崎
Takao Tanosaki
隆雄 田野崎
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.)
ONODA ENG
ONODA ENG KK
Chichibu Onoda Cement Corp
Original Assignee
ONODA ENG
ONODA ENG KK
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 ONODA ENG, ONODA ENG KK, Chichibu Onoda Cement Corp filed Critical ONODA ENG
Priority to JP13603595A priority Critical patent/JP3666940B2/en
Publication of JPH08299997A publication Critical patent/JPH08299997A/en
Application granted granted Critical
Publication of JP3666940B2 publication Critical patent/JP3666940B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE: To decrease the consumption of quicklime and the weight of the treatment product to reduce the running cost and to effectively and stably utilize sludge by mixing quicklime in the sludge with the water content previously specified. CONSTITUTION: A sludge 1 is the cake dehydrated in a sewerage disposal plant, etc., and the sludge 1 is introduced into a drying means 2 to obtain a dried sludge 6 contg. <=60wt.% water. The dried sludge 6 is mixed in a mixing means 7 with 100 to 200wt.% quicklime 8, based on the water content of the sludge. The quicklime 8 is slaked by the water remaining in the dried sludge 6, and the sludge is further dried by the heat generated in the slaking to obtain a mixed sludge 9. The mixed sludge 9 is crushed by a means 10 to slake the quicklime 8 by the internal water, and a dry crushed sludge 11 is obtained. The sludge 11 is classified by a means 12, the coarse powder is returned 13 to the crushing means 10 and again crushed, and the fine powder is recovered as a treated sludge 14.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、汚泥、特に有機性下
水汚泥の処理方法及び処理装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for treating sludge, particularly organic sewage sludge.

【0002】[0002]

【従来の技術】近年、下水道網の整備拡大に伴い汚泥の
発生量は増加の一途をたどっている。下水汚泥の処理方
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、
最終処分先の埋立て地の確保が困難になりつつあり、下
水処理産物の有効利用法の開発が望まれている。
2. Description of the Related Art In recent years, the amount of sludge generated has been increasing with the expansion of sewer network. Conventionally, as a method of treating sewage sludge, it has been common to add incinerator fuel such as heavy oil to incinerate, and to dispose of incinerated ash in landfill.
It is becoming difficult to secure landfill sites for final disposal, and development of effective utilization methods for sewage treatment products is desired.

【0003】このような中にあって、汚泥を生石灰等と
混合し、生石灰の消和熱を利用して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
目される。セメント製造工程または製鉄工程では100
0℃以上の炉を用いて原料を焼結しており、汚泥・石灰
混合物をこれらの炉に投入すると、混合物中の有機物は
燃料の一部として、また無機物は原料の一部として有効
利用され、しかも既存のセメント製造設備や製鋼設備を
そのまま利用できる利点があり、汚泥の大量処理が可能
である。
[0003] In such a situation, a technique of mixing sludge with quick lime and the like, dehydrating it by utilizing the heat of dehydration of quick lime, and then using it as a raw material for cement or a sintering raw material for iron making (Japanese Patent Laid-Open No. 3-98700) No. 3-207497). 100 in cement manufacturing process or steel manufacturing process
The raw materials are sintered in a furnace at 0 ° C or higher, and when the sludge-lime mixture is put into these furnaces, the organic substances in the mixture are effectively used as a part of the fuel, and the inorganic substances are effectively used as a part of the raw material. Moreover, there is an advantage that existing cement manufacturing equipment and steelmaking equipment can be used as they are, and a large amount of sludge can be treated.

【0004】[0004]

【発明が解決しようとする課題】しかしながら上記処理
方法において、一般に汚泥は処理場で機械的な濃縮、脱
水等の工程を経て汚泥ケーキとされるが、このように機
械的に脱水された汚泥ケーキは、その性質上、含水率7
0〜90重量%程度までしか水分を低下することができ
ない。従って、高含水率の汚泥ケーキに生石灰を添加
し、その消和熱により汚泥を乾燥するためには、大量の
生石灰を添加せざるを得ず、処理汚泥量に対し、生成処
理物の重量が大幅に増大し、前述したセメント製造設備
や製鋼設備をそのまま利用できるものの、汚泥の処理効
率、使用効率が悪いほか、添加する生石灰自体のコスト
のみならず、生成した処理物の輸送コストも上昇し、全
体の処理コストが高くなり、前記技術の普及を妨げる原
因となっている。
However, in the above-mentioned treatment method, sludge is generally treated as sludge cake in the treatment plant through steps such as mechanical concentration and dewatering. The sludge cake mechanically dewatered in this way is used. Has a water content of 7 due to its nature.
The water content can be reduced only to about 0 to 90% by weight. Therefore, in order to add quicklime to a high-moisture content sludge cake and to dry the sludge due to its heat of slaking, a large amount of quicklime has to be added, and the weight of the produced treated product is greater than the treated sludge amount. Although the cement production equipment and steelmaking equipment described above can be used as they are, the sludge treatment efficiency and use efficiency are poor, and not only the cost of the quick lime itself to be added but also the transportation cost of the produced product increases. However, the overall processing cost becomes high, which is a cause of hindering the spread of the technology.

【0005】この発明は、前記欠点を解消し、生石灰の
使用量を大幅に減少させると共に、生成処理物の重量を
減少させることにより、ランニングコストを大幅に低減
し、汚泥を効果的、安定的に有効利用できる汚泥の処理
方法及び処理装置を提供することを目的とする。
The present invention eliminates the above-mentioned drawbacks, greatly reduces the amount of quicklime used, and also reduces the weight of the product to be treated, thereby significantly reducing the running cost and effectively and stably sludge. It is an object of the present invention to provide a sludge treatment method and a treatment device that can be effectively used for the above.

【0006】[0006]

【課題を解決するための手段】上述の目的を達成するた
めにこの発明の汚泥の処理方法によれば、予め水分量を
60重量%以下とした汚泥に生石灰類を混合すること
(請求項1)、汚泥と生石灰類を粉砕しながら混合する
こと(請求項2)、予め汚泥を乾燥して汚泥の水分量を
60重量%以下、好ましくは20〜50重量%とするこ
と(請求項3)、汚泥の水分量に対し、生石灰類を10
0〜200重量%混合すること(請求項4)を特徴と
し、また、この発明の汚泥の処理装置によれば、予め汚
泥の水分量を60重量%以下とする乾燥手段、乾燥した
汚泥と生石灰類の混合手段、汚泥・石灰混合物の粉砕手
段を備えること(請求項5)、粉砕物の分級手段をさら
に備えること(請求項6)、を特徴とする。以下、この
発明を詳細に説明する。
In order to achieve the above object, according to the sludge treatment method of the present invention, quicklime is mixed with sludge having a water content of 60% by weight or less (claim 1). ), Mixing sludge and quicklime while crushing (claim 2), and drying sludge in advance so that the water content of sludge is 60% by weight or less, preferably 20 to 50% by weight (claim 3). , Quicklime is 10 against the water content of sludge
According to the sludge treatment apparatus of the present invention, a mixing means for preliminarily setting the water content of the sludge to 60% by weight or less, dry sludge and quick lime is used. And a sludge / lime mixture crushing unit (Claim 5) and a crushed product classification unit (Claim 6). The present invention will be described in detail below.

【0007】この発明で処理する汚泥は、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。これらの汚泥は一般に処理場で含水率70〜90%
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。
The sludge treated by the present invention is mainly sludge generated in a sewage treatment plant, but in addition to this, sludge generated by human waste, domestic wastewater, industrial wastewater treatment and the like is included. These sludges generally have a water content of 70-90% at the treatment plant.
It has been dehydrated to some extent, and the present invention uses this sewage sludge.

【0008】前記下水汚泥を水分60重量%以下、好ま
しくは、20〜50重量%の範囲まで乾燥する。乾燥は
焼却炉の排ガスや消化ガス、燃焼排ガスを利用した熱風
乾燥やスチーム等の熱媒を利用した乾燥が好適に用いら
れ、温度200℃程度以下の熱媒使用すると共に、乾燥
機内滞留時間を1時間程度以下とすることが望ましい。
乾燥形式としては、間接スチーム加熱攪拌型、若しく
は、直接熱風回転型のいずれもが適用できる。乾燥汚泥
の水分量が60重量%を超えると、後述する生石灰類の
消和熱による汚泥の乾燥に大量の生石灰類を必要とし、
また、水分量が20重量%を下回るまで乾燥するには、
乾燥機内での滞留時間を長くするか、さらに高温で乾燥
する必要があり、生石灰類の使用量低減以上に不経済と
なり好ましくない。
The sewage sludge is dried to a water content of 60% by weight or less, preferably 20 to 50% by weight. Drying is preferably performed using hot air drying using exhaust gas from an incinerator, digestion gas, combustion exhaust gas, or drying using a heating medium such as steam. A heating medium with a temperature of about 200 ° C or less is used and the residence time in the dryer is reduced. It is desirable that the time is about one hour or less.
As a drying method, either an indirect steam heating and stirring type or a direct hot air rotating type can be applied. If the water content of the dried sludge exceeds 60% by weight, a large amount of quicklime is required to dry the sludge due to the heat of quenching the quicklime, which will be described later,
Also, to dry until the water content falls below 20% by weight,
Since it is necessary to prolong the residence time in the dryer or to dry at a higher temperature, it is uneconomical because it is more economical than reducing the amount of quicklime to be used.

【0009】次に前記乾燥した下水汚泥に生石灰類を添
加混合する。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言い、具
体的には、生石灰、仮焼ドロマイト、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程度以下であれば良い。生石灰類を前記乾
燥汚泥中の水分量に対し、100〜200重量%混合す
ることにより、CaOと汚泥水分との水和反応及びその
水和時に発生する熱により乾燥して水分量が15重量%
以下、好ましくは10重量%以下の処理物を得る。生石
灰の添加量がこの範囲よりも少ないと汚泥の残留水分が
多く、悪臭が残るほか、腐敗の可能性があり好ましくな
い。また、生石灰の添加量が多すぎると生成処理物の重
量減少効果が薄れる点を含めてコスト高になるので好ま
しくない。
Next, quicklimes are added to and mixed with the dried sewage sludge. The quicklimes are those which have CaO as a main component and take in the water of sewage sludge to become slaked limes, and specifically include quicklime, calcined dolomite, blast furnace slag and the like. The particle size of quicklime is 70 mm or less, preferably about 30 mm or less. By mixing quicklime with 100 to 200% by weight of the water content in the dried sludge, the water content is 15% by weight by drying due to the hydration reaction between CaO and the water content of the sludge and the heat generated during the hydration.
Below, preferably 10% by weight or less of a treated product is obtained. When the amount of quick lime added is less than this range, the residual water content of the sludge is large, a bad odor remains, and there is a possibility of spoilage, which is not preferable. Further, if the amount of quick lime added is too large, the cost will increase including the effect of reducing the weight of the produced product, which is not preferable.

【0010】また、前記下水汚泥に生石灰類を添加混合
するにあたり、予め乾燥された下水汚泥は、表面が乾燥
して固く、内部に水分が残留しているので、単に生石灰
と混合するだけでは、残留水分と生石灰の消和反応が十
分でない。従って、好適には乾燥汚泥と生石灰の混合と
共に粉砕を行い、生石灰と残留水分の接触を十分に行わ
しめ、粉粒体化させる。粉砕は、ボールミル、竪型ミ
ル、媒体攪拌ミル等各種の粉砕機を使用することができ
る。
When adding quick limes to the sewage sludge, the surface of the pre-dried sewage sludge is dry and hard, and the moisture remains inside. Insufficient reaction of residual water with quicklime. Therefore, the dry sludge and the quick lime are preferably mixed together and pulverized to sufficiently bring the quick lime into contact with the residual water to form a granular material. For the pulverization, various pulverizers such as a ball mill, a vertical mill and a medium stirring mill can be used.

【0011】[0011]

【作用】予め乾燥して水分量を低減した汚泥中の水分と
生石灰との水和反応及びその水和時に発生する熱により
汚泥を処理することで、生石灰の添加率を大幅に下げ、
これにより生成される処理汚泥の水分量も大幅に低減
し、流動性の良い取り扱いに優れた粉粒体とすると共
に、併せてランニングコストを大幅に低減することがで
きる。
[Function] The addition rate of quick lime is drastically reduced by treating the sludge with the hydration reaction between quick lime and the water in the sludge which has been dried in advance to reduce the water content and the heat generated during the hydration.
As a result, the amount of water in the treated sludge produced can be significantly reduced, and the granular material with good fluidity and excellent handling can be obtained, and at the same time, the running cost can be significantly reduced.

【0012】[0012]

【実施例】図1において、汚泥1は、下水処理場等で含
水率70〜90%程度まで脱水処理された脱水ケーキで
あり、この汚泥1を乾燥手段2に投入し、水分量が60
重量%以下、好ましくは20〜50重量%の乾燥汚泥6
を得る。乾燥手段2は、一例として、間接スチーム加熱
攪拌型が用いられ、熱媒、例えば、スチーム3で間接的
に汚泥1を加熱する。4は、熱媒3と汚泥1が熱交換さ
れて凝縮したドレーンの排出を示し、また、5は、汚泥
1が加熱されることにより発生する主として水蒸気から
なる排ガスを示し、図示しない排ガス処理装置等により
処理されて大気放出される。尚、乾燥手段2は、間接ス
チーム加熱攪拌型のほか、直接熱風回転型等各種のもの
が使用できる。
EXAMPLE In FIG. 1, a sludge 1 is a dehydrated cake that has been dehydrated to a water content of about 70 to 90% at a sewage treatment plant or the like.
Up to and including 20% to 50% by weight of dried sludge 6
Get. As an example of the drying means 2, an indirect steam heating and stirring type is used, and the heating medium, for example, the steam 3 indirectly heats the sludge 1. Reference numeral 4 denotes discharge of a drain formed by heat exchange of the heat medium 3 and sludge 1 and condensation, and reference numeral 5 denotes exhaust gas mainly composed of water vapor generated when the sludge 1 is heated. Etc. and is released to the atmosphere. As the drying means 2, various types such as an indirect steam heating and stirring type and a direct hot air rotating type can be used.

【0013】乾燥汚泥6は、ヘンシェルミキサー等の混
合手段7で汚泥の水分量に対し、100〜200重量%
の生石灰8と混合することにより、生石灰8は、乾燥汚
泥6に残留している水分と消和反応を起こす。このとき
の発熱により更に乾燥された混合汚泥9とすることがで
きるが、混合汚泥9は、乾燥手段2や生石灰8との反応
により水分は低下しているものの、乾燥手段2での乾燥
により乾燥汚泥6の表面が固くなっていることもあり、
まだ内部には水分が残留している。
The dry sludge 6 is mixed in a mixing means 7 such as a Henschel mixer in an amount of 100 to 200% by weight based on the water content of the sludge.
By mixing with the quick lime 8 of the above, the quick lime 8 causes a soaking reaction with the water remaining in the dried sludge 6. Although the mixed sludge 9 can be further dried by the heat generated at this time, the mixed sludge 9 is dried by the drying means 2 even though the water content is lowered by the reaction with the drying means 2 and the quick lime 8. The surface of the sludge 6 may be hard,
Water still remains inside.

【0014】従って、好適には混合汚泥7を粉砕手段1
0で粉砕すると共に、更に好適には分級手段12で分級
処理する。すなわち、混合汚泥9は、粉砕手段10で粉
砕されて内部の水分と生石灰8が十分に消和反応を起こ
し更に乾燥した粉砕汚泥11とされる。粉砕汚泥11は
分級手段12で粗粉と細粉に分級され、粗粉は戻り粉1
3として粉砕手段10で再度粉砕されると共に、細粉は
処理汚泥14として回収される。
Therefore, preferably, the mixed sludge 7 is crushed by the crushing means 1
It is crushed with 0 and more preferably with a classifying means 12. That is, the mixed sludge 9 is crushed by the crushing means 10, and the water inside and the quick lime 8 sufficiently undergo a soaking reaction to be further dried to obtain the crushed sludge 11. The crushed sludge 11 is classified into coarse powder and fine powder by the classification means 12, and the coarse powder is returned powder 1
3 is pulverized again by the pulverizing means 10 and fine powder is collected as treated sludge 14.

【0015】このように処理された処理汚泥14は、生
石灰の添加率を大幅に下げ、充分に乾燥した流動性の良
い取り扱いに優れた粉粒体であり、図示しないセメント
原料や製鉄用焼結原料の一部として有効利用される。
The treated sludge 14 thus treated is a granular material which has a significantly reduced addition rate of quick lime, is sufficiently dried and has good fluidity, and is excellent in handling. It is effectively used as a part of raw materials.

【0016】次に、高含水率の汚泥ケーキを乾燥するこ
となく生石灰を添加して処理する従来例(比較例1)
と、この発明に従った、汚泥ケーキを乾燥をして生石灰
を添加混合した(実施例1)もの、及び、汚泥ケーキを
乾燥をして生石灰を添加混合すると共に粉砕処理した
(実施例2)ものの汚泥処理の一例を表1に示す。表1
から明らかなように、この発明にあっては、添加生石灰
量を大幅に低減できると共に、生成処理汚泥混合物の重
量低減効果が著しく、効果的に汚泥処理できることが分
かる。
Next, a conventional example (comparative example 1) in which quick lime is added to the sludge cake having a high water content without drying it
According to the present invention, the sludge cake according to the present invention is dried and quicklime is added and mixed (Example 1), and the sludge cake is dried and quicklime is added and mixed, and pulverized (Example 2). Table 1 shows an example of sludge treatment. Table 1
As is clear from the above, according to the present invention, the amount of added quick lime can be significantly reduced, and the effect of reducing the weight of the produced sludge mixture is remarkable, and the sludge treatment can be effectively performed.

【0017】[0017]

【表1】 [Table 1]

【0018】[0018]

【発明の効果】この発明によれば、以下に示す通り極め
て優れた効果を有する。 (1)汚泥を生石灰と混合する前に熱媒で乾燥すること
により、生石灰で乾燥すべき水分が大幅に低下して生石
灰の使用量を大幅に低減することができ、処理コストも
大幅に低減する。 (2)生石灰の混合量が低減できるために混合機の容積
を小さくでき、攪拌所要動力も少なくて済む。 (3)生成した処理汚泥中の消石灰分が少なく、有機成
分の含有割合が高くなるので発熱量が増加し、燃料とし
ての価値が増加する。 (4)使用生石灰量が少なく、生成処理汚泥の量も少な
いため、これらの輸送に要するコストや貯蔵コストを低
減することができる。
According to the present invention, the following excellent effects are obtained. (1) By drying sludge with a heating medium before mixing it with quick lime, the amount of water to be dried with quick lime is significantly reduced, and the amount of quick lime used can be greatly reduced, and the treatment cost is also significantly reduced. To do. (2) Since the mixing amount of quick lime can be reduced, the volume of the mixer can be reduced and the power required for stirring can be reduced. (3) Since the amount of slaked lime in the generated treated sludge is small and the content ratio of the organic component is high, the calorific value is increased and the value as a fuel is increased. (4) Since the amount of quicklime used is small and the amount of sludge produced is small, it is possible to reduce the costs required for transportation and storage costs.

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

【図1】この発明の汚泥処理を示すフロー図である。FIG. 1 is a flow chart showing sludge treatment of the present invention.

【符号の説明】[Explanation of symbols]

1 汚泥 2 乾燥手段 3 スチーム 4 ドレーン 5 排ガス 6 乾燥汚泥 7 混合手段 8 生石灰 9 混合汚泥 10 粉砕手段 11 粉砕汚泥 12 分級手段 13 戻り粉 14 処理汚泥 1 Sludge 2 Drying means 3 Steam 4 Drain 5 Exhaust gas 6 Drying sludge 7 Mixing means 8 Quicklime 9 Mixed sludge 10 Grinding means 11 Grinding sludge 12 Classification means 13 Return powder 14 Treated sludge

───────────────────────────────────────────────────── フロントページの続き (72)発明者 野崎 賢二 千葉県佐倉市大作二丁目4番2号 秩父小 野田株式会社中央研究所内 (72)発明者 田野崎 隆雄 千葉県佐倉市大作二丁目4番2号 秩父小 野田株式会社中央研究所内 (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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Kenji Nozaki, Kenji Nozaki 2-4, Daisaku, Sakura-shi, Chiba Chichibu Onoda Central Research Institute Co., Ltd. (72) Takao Tanozaki 2-4-2, Daisaku, Sakura-shi, Chiba No. Chichibu Onoda Central Research Institute (72) Inventor Keiichi Usura 2-14-1, Nishishimbashi, Minato-ku, Tokyo Chichibu Onoda Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 予め水分量を60重量%以下とした汚泥
に生石灰類を混合することを特徴とする汚泥の処理方
法。
1. A method for treating sludge, which comprises mixing quicklime with sludge having a water content of 60% by weight or less.
【請求項2】 汚泥と生石灰類を粉砕しながら混合する
ことを特徴とする請求項1記載の汚泥の処理方法。
2. The method for treating sludge according to claim 1, wherein sludge and quicklime are mixed while being crushed.
【請求項3】 予め汚泥を乾燥して汚泥の水分量を60
重量%以下、好ましくは20〜50重量%とすることを
特徴とする請求項1若しくは2記載の汚泥の処理方法。
3. The sludge is dried in advance so that the water content of the sludge is 60%.
The sludge treatment method according to claim 1 or 2, wherein the content is not more than 20% by weight, preferably 20 to 50% by weight.
【請求項4】 汚泥の水分量に対し、生石灰類を100
〜200重量%混合することを特徴とする請求項1〜3
のいずれかに記載の汚泥の処理方法。
4. A quick lime content of 100 relative to the water content of sludge.
% To 200% by weight are mixed.
The method for treating sludge according to any one of 1.
【請求項5】 予め汚泥の水分量を60重量%以下とす
る乾燥手段、乾燥した汚泥と生石灰類の混合手段、汚泥
・石灰混合物の粉砕手段を備えることを特徴とする汚泥
の処理装置。
5. An apparatus for treating sludge, comprising: a drying means for preliminarily setting the water content of sludge to 60% by weight or less; a mixing means for mixing dried sludge and quick lime; and a crushing means for sludge / lime mixture.
【請求項6】 粉砕物の分級手段をさらに備えることを
特徴とする請求項5記載の汚泥の処理装置。
6. The sludge treatment device according to claim 5, further comprising a crushed material classification means.
JP13603595A 1995-05-10 1995-05-10 How to make sewage sludge into cement Expired - Fee Related JP3666940B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13603595A JP3666940B2 (en) 1995-05-10 1995-05-10 How to make sewage sludge into cement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13603595A JP3666940B2 (en) 1995-05-10 1995-05-10 How to make sewage sludge into cement

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JPH08299997A true JPH08299997A (en) 1996-11-19
JP3666940B2 JP3666940B2 (en) 2005-06-29

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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2370269A (en) * 2000-10-18 2002-06-26 R3 Man Ltd Improved processes and apparatus for treating sewage or like sludge
WO2011013491A1 (en) * 2009-07-29 2011-02-03 Araki Hiroshi Method for treatment of sludge, and facility for the treatment
CN109824243A (en) * 2019-03-26 2019-05-31 盛守祥 A kind of tandem ball milling sludge dehydration device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2370269A (en) * 2000-10-18 2002-06-26 R3 Man Ltd Improved processes and apparatus for treating sewage or like sludge
WO2011013491A1 (en) * 2009-07-29 2011-02-03 Araki Hiroshi Method for treatment of sludge, and facility for the treatment
CN109824243A (en) * 2019-03-26 2019-05-31 盛守祥 A kind of tandem ball milling sludge dehydration device

Also Published As

Publication number Publication date
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