JPH0640929B2 - ▲ Ro ▼ Overconcentrator - Google Patents
▲ Ro ▼ OverconcentratorInfo
- Publication number
- JPH0640929B2 JPH0640929B2 JP2005453A JP545390A JPH0640929B2 JP H0640929 B2 JPH0640929 B2 JP H0640929B2 JP 2005453 A JP2005453 A JP 2005453A JP 545390 A JP545390 A JP 545390A JP H0640929 B2 JPH0640929 B2 JP H0640929B2
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- tank
- liquid
- vacuum
- pipe
- 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 - Fee Related
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- Treatment Of Sludge (AREA)
- Filtration Of Liquid (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、上水処理,産業用水処理,下水処理,し尿処
理,産業排水処理などで発生する汚泥を過濃縮するた
めの装置に関するもので、特に汚泥を天日乾燥床や、加
圧脱水機,遠心脱水機,凍結融解機等で脱水する場合の
前処理として使用する過濃縮装置に関するものであ
る。TECHNICAL FIELD The present invention relates to a device for overconcentrating sludge generated in water treatment, industrial water treatment, sewage treatment, human waste treatment, industrial wastewater treatment and the like. In particular, the present invention relates to an overconcentrator used as a pretreatment for dehydrating sludge in a sun drying bed, a pressure dehydrator, a centrifugal dehydrator, a freeze-thaw machine, or the like.
従来、上水処理,産業用水処理,下水処理,し尿処理,
産業排水処理などで発生する汚泥を脱水する場合、汚泥
に鉄塩等の無機凝集剤,石灰、または高分子凝集剤等の
脱水助剤を添加し、水中造粒脱水機,真空過機,加圧
過機,遠心脱水機,ベルトプレス型脱水機等の脱水機
で脱水処理していた。近年、特に上水処理,産業用水処
理等の分野で、薬注なしの天日乾燥床や加圧脱水機で脱
水処理するケースが増えてきている。このような脱水処
理をする場合、天日乾燥床や、加圧脱水機へ供給する際
の汚泥の濃度が非常に重要であり、汚泥濃度が薄いと天
日乾燥床や、加圧脱水機での処理効率が著しく低下す
る。従来、汚泥の前濃縮にはシックナーなどの沈降法
(沈殿法)が用いられてきたが、最近では汚泥中に有機
物や水酸化アルミニウム等の濃縮しにくい成分の割合が
増加し、沈降法では十分に濃縮できないことが多くなっ
てきた。Conventionally, water treatment, industrial water treatment, sewage treatment, night soil treatment,
When dewatering sludge generated by industrial wastewater treatment, etc., an inorganic coagulant such as iron salt, lime, or a dewatering aid such as a polymer coagulant is added to the sludge, and the underwater granulation dehydrator, vacuum over-machine, addition Dewatering was performed with a dehydrator such as a pressurizer, a centrifugal dehydrator, and a belt press type dehydrator. In recent years, especially in the fields of clean water treatment, industrial water treatment, etc., cases of dehydration treatment using a sun drying bed without a chemical injection or a pressure dehydrator are increasing. When performing such dehydration treatment, the concentration of sludge when supplied to a sun drying bed or a pressure dehydrator is very important. If the sludge concentration is low, the treatment on the sun drying bed or pressure dehydrator will be performed. The efficiency is significantly reduced. Conventionally, sedimentation methods such as thickeners (precipitation methods) have been used for pre-concentration of sludge, but recently the proportion of components that are difficult to concentrate such as organic substances and aluminum hydroxide in sludge has increased, and sedimentation methods are sufficient. There are many things that can not be concentrated.
そのため、例えば第2図に示すような過濃縮装置が用
いられていた。即ち、密閉槽1内に水平の仕切板2によ
って汚泥濃縮部3とその上部に液を集める集液部4が
区画形成され、汚泥濃縮部3には汚泥流入弁5を備えた
汚泥流入管6が連設され、汚泥流入管6は原汚泥貯槽7
から原汚泥を供給する汚泥ポンプ8の吐出側に連なって
いる。集液部4には液弁9を備えた液流出管10,
空気源設備に空気流入弁11を介して連なる空気流入管
12及び真空逆止弁13を介して真空ポンプ14の吸込
側に連なる真空管15が連設されている。さらに、汚泥
濃縮部3内には、支持体の外周に布を巻き付け、一端
を開放し他端を閉鎖した筒上フィルターエレメント(以
下単にエレメントという)16が配設され、各開放端部
付近が仕切板2に固定され、エレメント16内に透過し
た液がその開放端を経て集液部4内に流れるようにな
っている。さらに、汚泥濃縮部3内上部は、空気抜弁1
7を有する空気抜管18が連なり、集液部4内も空気抜
弁17′を有する空気抜管18′が連なっている。Therefore, for example, an overconcentrator as shown in FIG. 2 has been used. That is, in the closed tank 1, a horizontal partition plate 2 divides and forms a sludge concentrating section 3 and a liquid collecting section 4 for collecting liquid on the upper part thereof, and in the sludge concentrating section 3, a sludge inflow pipe 6 equipped with a sludge inflow valve 5 is formed. Sludge inflow pipe 6 is connected to raw sludge storage tank 7
It is connected to the discharge side of the sludge pump 8 that supplies the raw sludge. A liquid outlet pipe 10 having a liquid valve 9 in the liquid collecting part 4,
An air inflow pipe 12 connected to the air source equipment via an air inflow valve 11 and a vacuum pipe 15 connected to the suction side of a vacuum pump 14 via a vacuum check valve 13 are connected in series. Further, in the sludge thickening section 3, a cylindrical filter element (hereinafter simply referred to as element) 16 having a cloth wound around the outer periphery of the support body and having one end opened and the other end closed is disposed, and the vicinity of each open end is The liquid, which is fixed to the partition plate 2 and permeates into the element 16, flows into the liquid collecting section 4 through the open end. In addition, the upper part of the sludge thickening section 3 has an air vent valve 1
The air vent pipe 18 having the air vent valve 17 is connected to the air collecting pipe 4 and the air vent pipe 18 'having the air vent valve 17' is also connected to the inside of the liquid collecting section 4.
また、密閉槽1内下方部は濃縮汚泥排出部19が形成さ
れ、濃縮汚泥排出弁20を備えた濃縮汚泥排出管21が
連設されている。Further, a concentrated sludge discharge part 19 is formed in the lower part of the closed tank 1, and a concentrated sludge discharge pipe 21 equipped with a concentrated sludge discharge valve 20 is continuously provided.
図中、22は、原汚泥返送弁23を備え、密閉槽1内と
原汚泥貯槽7とを連結する原汚泥返送管である。In the figure, reference numeral 22 is a raw sludge return pipe that includes a raw sludge return valve 23 and connects the inside of the closed tank 1 and the raw sludge storage tank 7.
このような過濃縮装置は、汚泥流入管6から汚泥ポン
プ8によって原汚泥貯槽7に貯留された原汚泥を、密閉
槽1内の汚泥濃縮部3に供給するが、原汚泥を汚泥ポン
プ8によって圧入する(あるいは集液部4側を真空ポン
プ14で減圧する)ことによって、エレメント16内外
に生じた差圧によりエレメント16の外側に汚泥が付着
し濃縮される一方、液はエレメント16の内部に透過
して集液部4に集められ、液流出管10から流出す
る。In such an over-concentrator, the raw sludge stored in the raw sludge storage tank 7 by the sludge pump 8 is supplied from the sludge inflow pipe 6 to the sludge condensing unit 3 in the closed tank 1, but the raw sludge is fed by the sludge pump 8. By press-fitting (or depressurizing the liquid collecting part 4 side with the vacuum pump 14), sludge adheres to the outside of the element 16 and is concentrated by the differential pressure generated inside and outside the element 16, while the liquid enters the inside of the element 16. It permeates and is collected in the liquid collecting part 4, and flows out from the liquid outflow pipe 10.
上記操作により、エレメント16の外側に付着し所定濃
度に汚泥が濃縮された時には、原汚泥の供給を停止し、
原汚泥返送弁23を開き、空気抜弁17を開いて大気開
放し、原汚泥返送管22から汚泥濃縮部3内の未濃縮汚
泥を原汚泥貯槽7に返送したのち原汚泥返送弁23を閉
じ、空気流入弁11を用いて空気流入管12から集液部
4を経てエレメント16内に圧力空気などをブローし、
外側に付着している濃縮汚泥を剥離すると、濃縮汚泥は
濃縮汚泥排出部19に落下し、濃縮汚泥排出弁20を開
いて濃縮汚泥排出管21から排出される。このような濃
縮汚泥の剥離,排出工程終了後は、濃縮汚泥排出弁20
を閉じ、汚泥濃縮部3内の大気開放を遮断し、再び汚泥
ポンプ8にて原汚泥貯槽7内の汚泥を汚泥濃縮部3に充
満したのち、前述のような過濃縮が行われる。By the above operation, when the sludge is attached to the outside of the element 16 and the sludge is concentrated to a predetermined concentration, the supply of the original sludge is stopped,
The raw sludge return valve 23 is opened, the air vent valve 17 is opened to open the atmosphere, the unconcentrated sludge in the sludge enrichment section 3 is returned from the raw sludge return pipe 22 to the raw sludge storage tank 7, and then the raw sludge return valve 23 is closed. Using the air inflow valve 11, the air 16 is blown into the element 16 from the air inflow pipe 12 through the liquid collecting section 4.
When the thickened sludge adhering to the outside is peeled off, the thickened sludge falls into the thickened sludge discharge section 19, the thickened sludge discharge valve 20 is opened, and the thickened sludge is discharged from the thickened sludge discharge pipe 21. After such a process of peeling and discharging the concentrated sludge, the concentrated sludge discharge valve 20
Is closed, the atmosphere in the sludge thickening unit 3 is shut off, and the sludge pump 8 again fills the sludge thickening unit 3 with the sludge in the raw sludge storage tank 7, and then the above-described overconcentration is performed.
ところで、エレメント16外側に付着している濃縮汚泥
を剥離するに先立ち、汚泥濃縮部3内の未濃縮汚泥を原
汚泥貯槽7に返送する場合、真空ポンプ14により集液
部4内には真空が保たれている。これは、エレメント1
6に付着している濃縮汚泥に亀裂や剥離を生じさせない
ためである。By the way, when the unconcentrated sludge in the sludge enrichment section 3 is returned to the original sludge storage tank 7 before the concentrated sludge adhering to the outside of the element 16 is peeled off, a vacuum is applied in the liquid collection section 4 by the vacuum pump 14. It is kept. This is element 1
This is because the concentrated sludge adhered to No. 6 is not cracked or separated.
しかし未濃縮汚泥を原汚泥貯槽7に返送している時など
に、集液部4内の真空度が強すぎるとエレメント16に
付着している濃縮汚泥に亀裂が生じ、また真空度が弱い
と濃縮汚泥の部分的剥離が生じる。このような状態にな
ると、その後空気ブローにより濃縮汚泥を剥離する場
合、亀裂あるいは剥離部の抵抗が少ない部分からブロー
が流出し、エレメント16の内部全体を均一にブローで
きず、濃縮汚泥全体の剥離が不良となる。従って、この
ような真空度の変動による欠点を解消するために、真空
ポンプ14に真空タンク等を付設して真空圧を安定させ
るための制御を行っていたが、設備が複雑化し、煩雑な
操作も余儀なくされていた。However, when the unconcentrated sludge is returned to the original sludge storage tank 7, if the degree of vacuum in the liquid collecting section 4 is too strong, cracks will occur in the concentrated sludge adhering to the element 16, and if the degree of vacuum is weak. Partial exfoliation of concentrated sludge occurs. In such a state, when the concentrated sludge is subsequently peeled off by air blowing, the blowout flows out from a crack or a portion having less resistance in the peeling portion, the entire inside of the element 16 cannot be blown uniformly, and the whole concentrated sludge is peeled off. Becomes defective. Therefore, in order to eliminate such a defect due to the fluctuation of the degree of vacuum, the vacuum pump 14 is provided with a vacuum tank or the like to perform control for stabilizing the vacuum pressure, but the equipment becomes complicated and complicated operation is required. Was also forced.
本発明は、従来の真空ポンプを不要にし、集液部内を安
定した真空度に保ち、濃縮汚泥の剥離を良好にし、維持
管理を容易にすると共に動力費を低減することができる
過濃縮装置を提供することを目的とするものである。The present invention eliminates the need for a conventional vacuum pump, maintains a stable degree of vacuum in the liquid collection section, improves the separation of concentrated sludge, facilitates maintenance, and reduces the power cost. It is intended to be provided.
本発明は、槽内に汚泥流入管を連結した汚泥濃縮部と集
液部とを区画形成し、前記汚泥濃縮部内に一端を開放し
て他端を閉鎖した筒状フィルターエレメントを配設し、
その開放端部を前記集液部に連通した密閉槽と、上部に
大気開放弁を備えその下端を遮断可能に一定水位で水封
し、内部の水位降下により所定の真空圧を発生しうる真
空形成槽とからなり、前記密閉槽の集液部と前記真空形
成槽とを液管で連通したことを特徴とする過濃縮装
置である。The present invention partitions and forms a sludge concentrating section and a liquid collecting section in which a sludge inflow pipe is connected in a tank, and a cylindrical filter element having one end opened and the other end closed in the sludge concentrating section is disposed,
A closed tank whose open end communicates with the liquid collecting section, and an air release valve at the upper part that seals the lower end with water at a constant water level so that it can be shut off, and a vacuum that can generate a predetermined vacuum pressure by lowering the internal water level. An over-concentrating device comprising a forming tank, wherein the liquid collecting section of the closed tank and the vacuum forming tank are connected by a liquid pipe.
上記構成の本発明の作用を、第1図を基に説明する。 The operation of the present invention having the above configuration will be described with reference to FIG.
汚泥の過濃縮操作は、前記した第2図示例の従来装置
での操作あるいは特願平1-271546号その他の如何なる操
作でもかまわないが、本発明では、従来の真空ポンプ1
4に代えて真空形成槽31が設けられ、液管32によ
って密閉槽1の集液部4と連通されている。The operation of over-concentrating the sludge may be the operation in the conventional apparatus of the second illustrated example or any other operation such as Japanese Patent Application No. 1-271546, but in the present invention, the conventional vacuum pump 1
A vacuum forming tank 31 is provided instead of 4, and is connected to the liquid collecting section 4 of the closed tank 1 by a liquid pipe 32.
従って、過濃縮操作においては、集液部4から液管
32を経て流出する液を水封部と遮断し大気に開放し
た真空形成槽31内に流入,貯留し、水位が所定の高水
位(HWL,Homm)に上昇した時に、真空形成槽31内への
液の流入を止め、液流出管10から流出させる。Therefore, in the overconcentration operation, the liquid flowing out from the liquid collecting part 4 through the liquid pipe 32 is flown into and stored in the vacuum forming tank 31 which is blocked from the water sealing part and opened to the atmosphere, and the water level is a predetermined high water level ( HWL, Homm), the flow of the liquid into the vacuum forming tank 31 is stopped and the liquid is discharged from the liquid outflow pipe 10.
次に、密閉槽1内のエレメント16の外側に所定濃度に
汚泥が濃縮された時には、原汚泥の供給を停止し、真空
形成槽31の下端を水封部と連通させると、真空形成槽
31内の水位は降下し、大気圧と釣り合った低水位(LW
L,Hmm)となり、真空形成槽31内に水位降下による真
空が形成され、密閉槽1の集液部4内を大気と遮断して
真空形成槽31と連通させると、集液部4内も一定の真
空が保持され、エレメント16に付着している濃縮汚泥
の亀裂,剥離は防止される。この場合、汚泥濃縮部3内
の未濃縮汚泥を原汚泥貯槽7に返送しても、あるいはそ
のまま汚泥濃縮部3内に残しておいても良い。Next, when the sludge is concentrated outside the element 16 in the closed tank 1 to a predetermined concentration, the supply of the original sludge is stopped, and the lower end of the vacuum forming tank 31 is connected to the water sealing portion. The water level in the interior falls and the low water level (LW
L, Hmm), a vacuum is formed in the vacuum forming tank 31 due to the water level drop, and when the inside of the liquid collecting portion 4 of the closed tank 1 is cut off from the atmosphere to communicate with the vacuum forming tank 31, the inside of the liquid collecting portion 4 is also A constant vacuum is maintained, and cracks and peeling of the concentrated sludge attached to the element 16 are prevented. In this case, the unconcentrated sludge in the sludge thickening unit 3 may be returned to the original sludge storage tank 7 or may be left in the sludge thickening unit 3 as it is.
この後、集液部4と真空形成槽31とを遮断し、従来例
のように、空気ブローなどによってエレメント16から
濃縮汚泥を剥離し、密閉槽1外へ排出するが、空気ブロ
ーに代え、水のような液体を用いてブローするのも良
く、またエレメント16としてスプリング等の弾性体の
支持体を用いた場合には、ブローを省略することもでき
る。After that, the liquid collection unit 4 and the vacuum forming tank 31 are shut off, and the concentrated sludge is peeled from the element 16 by air blow or the like and discharged to the outside of the closed tank 1 as in the conventional example, but instead of air blow, It is also possible to use a liquid such as water for blowing, and when an elastic support such as a spring is used as the element 16, the blowing can be omitted.
本発明の一実施例を第1図に基づいて説明すれば、汚泥
の過濃縮を行う密閉槽1及び付属する弁,配管,機器
類は、第2図に示した従来例と変わるところはないが、
従来例の真空逆止弁13,真空ポンプ14,真空管15
に代えて次のような構造にする。An embodiment of the present invention will be described with reference to FIG. 1. The closed tank 1 for overconcentrating sludge and the attached valves, pipes and equipment are the same as those of the conventional example shown in FIG. But,
Conventional vacuum check valve 13, vacuum pump 14, vacuum tube 15
The following structure is used instead.
即ち、水位降下によって真空圧を発生させる真空形成槽
31の上部に、密閉槽1の集液部4に連通する液管3
2を液弁33を介して連結し、真空形成槽31の下部
に流出弁34を備えた流出管35を垂下し、その下端を
一定水位を保つ液槽36内に水封しておき、さらに真
空形成槽31上部に大気開放弁37を備えた大気開放管
38を連結する。That is, the liquid pipe 3 that communicates with the liquid collecting portion 4 of the closed tank 1 is provided above the vacuum forming tank 31 that generates a vacuum pressure by lowering the water level.
2 are connected via a liquid valve 33, an outflow pipe 35 provided with an outflow valve 34 is hung below the vacuum forming tank 31, and the lower end thereof is water-sealed in a liquid tank 36 that maintains a constant water level. An atmosphere opening pipe 38 having an atmosphere opening valve 37 is connected to the upper part of the vacuum forming tank 31.
第1図中、39は水位計であって、真空形成槽31内の
所定のHWLを検出するためのものである。In FIG. 1, reference numeral 39 is a water level gauge for detecting a predetermined HWL in the vacuum forming tank 31.
なお、液流出管10,液弁9は、真空形成槽31の
大気開放管38から分岐して設けても良い。The liquid outflow pipe 10 and the liquid valve 9 may be provided separately from the atmosphere opening pipe 38 of the vacuum forming tank 31.
以上述べたように、本発明の過濃縮装置は、従来の真
空ポンプを使用することなく、水位降下により所定の真
空圧を発生する真空形成槽を用いることにより、液を
集液する集液部内を安定した真空圧に保ち、濃縮汚泥の
剥離を良好にし、維持管理容易で動力費を低減すること
ができるという極めて有益なる効果を有するものであ
る。As described above, the overconcentrator of the present invention uses the vacuum forming tank that generates a predetermined vacuum pressure by the water level drop without using the conventional vacuum pump, and It has a very beneficial effect that it keeps a stable vacuum pressure, makes it possible to remove the thickened sludge well, can easily maintain and reduce the power cost.
第1図は本発明の一実施例を示す縦断面図、第2図は従
来の過濃縮装置の一例を示す縦断面図である。 1……密閉槽、2……仕切板、3……汚泥濃縮部、4…
…集液部、5……汚泥流入弁、6……汚泥流入管、7…
…原汚泥貯槽、8……汚泥ポンプ、9,33……液
弁、10……液流出管、11……空気流入弁、12…
…空気流入管、13……真空逆止弁、14……真空ポン
プ、15……真空管、16……筒フィルターエレメン
ト、17,17′……空気抜弁、18,18′……空気
抜管、19……濃縮汚泥排出部、20……濃縮汚泥排出
弁、21……濃縮汚泥排出管、22……原汚泥返送管、
23……原汚泥返送弁、31……真空形成槽、32……
液管、34……流出弁、35……流出管、36……
液槽、37……大気開放弁、38……大気開放管、39
……水位計。FIG. 1 is a vertical sectional view showing an embodiment of the present invention, and FIG. 2 is a vertical sectional view showing an example of a conventional overconcentrating apparatus. 1 ... Closed tank, 2 ... Partition plate, 3 ... Sludge condensing section, 4 ...
… Sludge collector, 5 …… Sludge inflow valve, 6 …… Sludge inflow pipe, 7 ・ ・ ・
Raw sludge storage tank, 8 sludge pump, 9,33 liquid valve, 10 liquid outlet pipe, 11 air inlet valve, 12
... Air inlet pipe, 13 ... Vacuum check valve, 14 ... Vacuum pump, 15 ... Vacuum pipe, 16 ... Cylinder filter element, 17,17 '... Air vent valve, 18,18' ... Air vent pipe, 19 ...... Condensed sludge discharge part, 20 ...... Condensed sludge discharge valve, 21 …… Concentrated sludge discharge pipe, 22 …… Original sludge return pipe,
23 …… Original sludge return valve, 31 …… Vacuum forming tank, 32 ……
Liquid pipe, 34 ... Outflow valve, 35 ... Outflow pipe, 36 ...
Liquid tank, 37 ... Atmosphere opening valve, 38 ... Atmosphere opening pipe, 39
...... Water level gauge.
Claims (1)
集液部とを区画形成し、前記汚泥濃縮部内に一端を開放
して他端を閉鎖した筒状フィルターエレメントを配設
し、その開放端部を前記集液部に連通した密閉槽と、上
部に大気開放弁を備えその下端を遮断可能に一定水位で
水封し、内部の水位降下により所定の真空圧を発生しう
る真空形成槽とからなり、前記密閉槽の集液部と前記真
空形成槽とを液管で連通したことを特徴とする過濃
縮装置。1. A sludge concentrating section connected to a sludge inflow pipe and a liquid collecting section are partitioned and formed in the tank, and a cylindrical filter element having one end open and the other end closed is disposed in the sludge concentrating section. , A closed tank having an open end communicating with the liquid collecting part, and an atmosphere release valve provided on the upper part, and the lower end is water-sealed at a constant water level so that the lower end can be shut off, and a predetermined vacuum pressure can be generated due to a drop in the internal water level. An over-concentrating device comprising a vacuum forming tank, wherein the liquid collecting section of the closed tank and the vacuum forming tank are connected by a liquid pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2005453A JPH0640929B2 (en) | 1990-01-12 | 1990-01-12 | ▲ Ro ▼ Overconcentrator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2005453A JPH0640929B2 (en) | 1990-01-12 | 1990-01-12 | ▲ Ro ▼ Overconcentrator |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03213105A JPH03213105A (en) | 1991-09-18 |
| JPH0640929B2 true JPH0640929B2 (en) | 1994-06-01 |
Family
ID=11611637
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2005453A Expired - Fee Related JPH0640929B2 (en) | 1990-01-12 | 1990-01-12 | ▲ Ro ▼ Overconcentrator |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0640929B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4553287B2 (en) * | 2001-09-27 | 2010-09-29 | 前澤工業株式会社 | Solid-liquid separator |
| JP2006341227A (en) * | 2005-06-10 | 2006-12-21 | Kikosha Co Ltd | Oscillating type vacuum dehydrator |
-
1990
- 1990-01-12 JP JP2005453A patent/JPH0640929B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03213105A (en) | 1991-09-18 |
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