JPS6261606A - Apparatus for filtering sewage - Google Patents

Apparatus for filtering sewage

Info

Publication number
JPS6261606A
JPS6261606A JP60198497A JP19849785A JPS6261606A JP S6261606 A JPS6261606 A JP S6261606A JP 60198497 A JP60198497 A JP 60198497A JP 19849785 A JP19849785 A JP 19849785A JP S6261606 A JPS6261606 A JP S6261606A
Authority
JP
Japan
Prior art keywords
preliminary
pipe
tank
sewage
filter material
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
JP60198497A
Other languages
Japanese (ja)
Other versions
JPS6333883B2 (en
Inventor
Tamotsu Okada
保 岡田
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.)
OKADA SANGYO KK
Original Assignee
OKADA SANGYO KK
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 OKADA SANGYO KK filed Critical OKADA SANGYO KK
Priority to JP60198497A priority Critical patent/JPS6261606A/en
Publication of JPS6261606A publication Critical patent/JPS6261606A/en
Publication of JPS6333883B2 publication Critical patent/JPS6333883B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Filtration Of Liquid (AREA)

Abstract

PURPOSE:To rapidly and uniformly perform the washing of a pre-filter material, by a method wherein sewage is aerated in a pre-filter bed to be passed therethrough from above and passed through a main filter bed from below through a sedimentation tank while a washing pipe is provided to the upper surface of the pre-filter material. CONSTITUTION:Sewage is sent into a pre-filter bed 5 from a sewage pipe 14 through an aeration pipe 15 directed upwardly and passed through a pre-filter material 13 to be sent into a sedimentation tank 10. At this time, sludge 33 is sedimented. Subsequently, the sewage is passed through the main filter material 21 in a main filter bed 6 from below while the filtered purified water flows in a water collection box 26 to be gathered to a water gathering chamber 7. When clogging was generated in the pre-filter material 13, the inflow of the sewage is stopped and a second sludge discharge valve 32 is opened to empty the filter apparatus 1 and fresh water is subsequently injected to the upper surface of the pre-filter material 13 from a first washing pipe 18. Fresh water is ejected onto the upper surface of the pre-filter material 13 while the aeration pipe 15 is revolved around the horizontal axis in a downwardly directed state to further rapidly wash the pre-filter material 13.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、予備ろ過槽と本ろ過槽を、それらの下方に設
けた沈殿槽をもって連通し、汚水を、予備ろ過槽におい
て曝気した後、予備ろ過槽内の予備ろ過材間を上方から
通過させ、ついで、沈殿槽を経て、本ろ過槽内の本ろ過
材間を下方から通過させて浄化し、汚泥を沈殿槽に沈殿
させるようにした汚水ろ過装置に関するものである。
[Detailed description of the invention] [Industrial application field] The present invention communicates a preliminary filtration tank and a main filtration tank through a sedimentation tank provided below them, and after aerating wastewater in the preliminary filtration tank, The sludge was passed from above between the preliminary filter media in the preliminary filtration tank, then passed through the settling tank and between the main filter media in the main filtration tank from below for purification, and the sludge was settled in the settling tank. This relates to sewage filtration equipment.

〔従来の技術〕[Conventional technology]

上記したような汚水ろ過装置における本ろ過槽内の本ろ
過材を洗浄する装置としては、例えば、特公昭47−1
4860号公報や特開昭60−153908号公報等に
開示されているものがある。
As a device for cleaning the main filter material in the main filtration tank in the above-mentioned sewage filtration device, for example, the Japanese Patent Publication No. 47-1
Some of them are disclosed in Japanese Patent Application Laid-open No. 4860, Japanese Patent Application Laid-Open No. 153908/1980, and the like.

しかし、従来、予備ろ過材を効果的に洗浄しうる装置は
、発明者の知る限り、存在しなかった。
However, as far as the inventors know, there has not been a device that can effectively clean the preliminary filter medium.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

従来は、予備ろ過槽内の汚水を排出した後、汚水送入管
より清水を散布して、予備ろ過材を洗浄していたが、そ
れだけでは、洗浄範囲が狭いため、補助的にバケツ等で
清水を散布して洗浄していた。
Conventionally, after draining the wastewater from the preliminary filtration tank, fresh water was sprayed from the sewage inlet pipe to clean the preliminary filtering material, but since the cleaning area was too small to do so alone, a bucket, etc., was used as an auxiliary method. Cleaned by spraying clean water.

そのため、洗浄に時間がかかるとともに、甚だ面倒であ
った。
Therefore, cleaning was time consuming and extremely troublesome.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は、予備ろ過槽と本ろ過槽を、それらの下方に設
けた沈殿槽をもって連通し、汚水を、予備ろ過槽内の予
備ろ過材を上方から通過させ、沈殿槽を経て、下方より
本ろ過槽内の本ろ過材を通過させて浄化するようにし、
かつ前記予備ろ過材の上方に、予備ろ過材の上面に清水
を噴射しうる弁付きの洗浄管を設けることにより、上述
の問題点の解決を図ったものである。
The present invention connects a preliminary filtration tank and a main filtration tank through a sedimentation tank provided below them, and allows wastewater to pass through the preliminary filtration material in the preliminary filtration tank from above, through the sedimentation tank, and then from below to the main filtration tank. It passes through the main filter material in the filter tank to purify it,
In addition, the above-mentioned problem is solved by providing above the preliminary filter medium a cleaning pipe with a valve that can spray fresh water onto the upper surface of the preliminary filter medium.

〔作   用〕[For production]

本発明によると、清水が、専用の洗浄管を経て、予備ろ
過材に平均的に噴射されるので、予備ろ過材は、迅速か
つ平均に洗浄される。
According to the invention, fresh water is evenly injected onto the prefilter through a dedicated cleaning pipe, so that the prefilter is cleaned quickly and evenly.

〔実 施 例〕〔Example〕

図面は、本発明を適用した汚水ろ過装置を示すもので、
コンクリート製のろ過装置i!(1)の上面開口部は、
上蓋(2)をもって閉塞されている。
The drawing shows a sewage filtration device to which the present invention is applied,
Concrete filtration device i! (1) The top opening is
It is closed with an upper lid (2).

ろ過装置(1)の内部は、垂直をなす第1隔壁(3)と
第2隔壁(4)により仕切られて、側方に並ぶ予備ろ過
槽(5)と本ろ過槽(6)と集水槽(7)が形成され、
予備ろ過槽(5)と本ろ過槽(6)の、それぞれの底抜
である多孔板(8)(9)の下方には、沈殿槽(10)
が形成されている。
The inside of the filtration device (1) is partitioned by a vertical first partition wall (3) and a second partition wall (4), and is divided into a preliminary filtration tank (5), a main filtration tank (6), and a water collection tank arranged on the side. (7) is formed,
Below the perforated plates (8) and (9), which are the bottoms of the preliminary filtration tank (5) and the main filtration tank (6), there is a sedimentation tank (10).
is formed.

上蓋(2)における上記各槽(5)(6)(7)の上方
には、点検孔(11)が設けられ、各点検孔(11)は
、常時は、かぶせ蓋(12)をもって閉塞されている。
Inspection holes (11) are provided above each of the tanks (5), (6), and (7) in the upper lid (2), and each inspection hole (11) is normally closed with a cover (12). There is.

予備ろ過槽(5)における多孔板(8)上には、上方に
向かって次第に粒度が細かくなる、砕石もしくは砂利よ
りなる予備ろ過材(13)が、所要の厚さに積層されて
いる。
On the perforated plate (8) in the preliminary filter tank (5), a preliminary filter material (13) made of crushed stone or gravel and whose particle size gradually becomes finer toward the top is laminated to a required thickness.

予備ろ過槽(5)の上部には、ろ過装置1(1)の側壁
を貫通する水平の汚水管(14)が設置され、その内端
には、常時は上方を向いているが、必要に応じて、第1
図想像線で示すように、下方を向くように、適宜の手段
をもって水平軸まわりに回動させうる曝気管(15)が
連設されている。
At the top of the preliminary filtration tank (5), a horizontal wastewater pipe (14) is installed that penetrates the side wall of the filtration device 1 (1), and at its inner end, it always faces upward, but if necessary Accordingly, the first
As shown by the imaginary line in the figure, an aeration pipe (15) that can be rotated around a horizontal axis by appropriate means is connected so as to face downward.

汚水管(14)の外端は、汚水弁(16)と清水弁(1
7)を介して、そわぞれ図示を省略した汚水源と清水源
に接続されている。
The outer end of the waste water pipe (14) is connected to a waste water valve (16) and a fresh water valve (1).
7), it is connected to a dirty water source and a fresh water source, which are not shown.

予備ろ過槽(5)の内面における予備ろ過材(13)よ
り所定高の個所には、第2図に示すように、平面視にお
いてU字形に屈曲する第1洗浄管(18)が配設されて
いる。第1洗浄管(18)には、予備ろ過材(13)の
方向を向く多数の噴水孔(図示省略)が穿設されている
As shown in FIG. 2, a first cleaning pipe (18) bent in a U-shape in plan view is arranged at a predetermined height from the preliminary filter material (13) on the inner surface of the preliminary filter tank (5). ing. The first cleaning pipe (18) is provided with a large number of water fountain holes (not shown) facing toward the preliminary filter material (13).

第1洗浄管(18)は、第1洗浄弁(19)を介して、
清水源に接続されている。
The first cleaning pipe (18) is connected to the first cleaning valve (19) through the first cleaning valve (19).
Connected to a fresh water source.

本ろ過槽(6)の多孔板(9)上には1局面に多数の上
向に噴水孔(図示省略)が突設された、第2洗浄管(2
0)が載設され、その上方には、上方に向かって次第に
粒度が細かくなる、砕石もしくは砂利および砂よりなる
本ろ過材(21)が、所要の厚さに積層されている。
On the perforated plate (9) of the main filtration tank (6), a second cleaning pipe (2
0) is mounted, and above it, a main filter material (21) made of crushed stone or gravel and sand, whose particle size gradually becomes finer toward the top, is laminated to a required thickness.

第2洗浄管(20)の外端は、ろ過装置(1)の前壁を
貫通し、第2洗浄弁(22)を介して、清水源に接続さ
れている。
The outer end of the second cleaning pipe (20) passes through the front wall of the filtration device (1) and is connected to a fresh water source via a second cleaning valve (22).

本ろ過槽(6)の内壁における本ろ過材(21)の上方
には、水平をなして内方に張り出す排泥溝(23)が形
成されている。排泥溝(23)には、ろ過装置(1)の
前壁を貫通する第1徘泥管(24)が接続され、第1排
泥管(24)の外端には、第1排泥弁(25)が付設さ
れている。
Above the main filtration material (21) on the inner wall of the main filtration tank (6), a sludge drainage groove (23) that is horizontal and projects inward is formed. A first mud drainage pipe (24) that penetrates the front wall of the filtration device (1) is connected to the mud drainage groove (23), and a first mud drainage pipe (24) is connected to the outer end of the first mud drainage pipe (24). A valve (25) is attached.

本ろ過槽(6)の内側上部には、上面開口する水平の集
水箱(26)が、上蓋(2)より吊支されている。
A horizontal water collecting box (26) with an open top is suspended from the upper lid (2) at the upper part of the inner side of the main filter tank (6).

集水箱(26)の底抜には、第2隔壁(4)を貫通する
導水管(27)が接続されている。
A water conduit pipe (27) passing through the second partition wall (4) is connected to the bottom of the water collection box (26).

集水槽(7)内には、流量検知用のVノツチ板(28)
が設置され、また集水槽(7)の下部には、ろ過装置(
1)の側壁を貫通する浄水管(29)が接続されている
。浄水管(29)には、浄水弁(3o)が付設されてい
る。
Inside the water collection tank (7), there is a V-notch plate (28) for flow rate detection.
is installed, and a filtration device (
A water purification pipe (29) penetrating the side wall of 1) is connected. A water purification valve (3o) is attached to the water purification pipe (29).

沈殿槽(10)の下部には、ろ過装置(1)の側壁を貫
通する第2徘5管(31)が接続されている。第2徘泥
管(31)には、第2徘泥弁(32)が付設されている
A second wandering pipe (31) that penetrates the side wall of the filtration device (1) is connected to the lower part of the settling tank (10). A second wandering mud valve (32) is attached to the second wandering mud pipe (31).

上述のろ過装置!(1)において、清水弁(17)と第
1、第2洗浄弁(19) (22)と第1、第2徘泥弁
(25:(32)を閉じ、汚水弁(16)と浄水弁(3
0)を開いて、汚水管(14)より上方を向く曝気管(
15)を経て、汚水を予備ろ過槽(5)へ送スすると、
汚水は曝気され、ついで予備ろ過材(13)を上方より
通過する間に、比較的粗大な汚物は除去され、かつ沈J
R[(10)を通過する間に、汚泥(33)は沈殿する
The filtration device mentioned above! In (1), close the fresh water valve (17), the first and second washing valves (19), (22) and the first and second mud valves (25: (32), and close the dirty water valve (16) and the clean water valve. (3
0) and open the aeration pipe (
15) and then sends the wastewater to the preliminary filtration tank (5).
The sewage is aerated and then passes through the preliminary filter material (13) from above, removing relatively coarse sewage and settling it.
While passing through R[(10), the sludge (33) settles.

ついで汚水は、本ろ過槽(6)内の本ろ過材(21:を
下方より通過する間に、完全にろ過される。
The wastewater is then completely filtered while passing through the main filter material (21:) in the main filter tank (6) from below.

ろ過された浄水は、集水箱(26)内へ流入し、導水管
(27)を経て集水室(7)に集まり、浄水管(29:
により、所望の個所へ配水される。
The filtered purified water flows into the water collection box (26), passes through the water guide pipe (27), collects in the water collection room (7), and flows into the water purification pipe (29:
water is distributed to desired locations.

沈殿槽(10)内に沈降した汚泥(33)は、随時第2
徘泥弁(32)を開くことにより、第2徘泥管(31)
より排出される。
The sludge (33) settled in the settling tank (10) is transferred to the second tank at any time.
By opening the wandering mud valve (32), the second wandering mud pipe (31)
more excreted.

上述のろ過装置を長期使用して、予備ろ過装(13)が
汚泥(33)により目詰まりした時は、汚水管(16)
を閉じて、汚水の流入を停止するとともに、第2排泥弁
(32)を開いて、ろ過装置(1)内を空にした後、第
1洗浄弁(19)を開いて、第1図想像線で示すように
、第1洗浄管(18)より、清水を予備ろ過材(13)
の上面に噴射する。
If the above-mentioned filtration device is used for a long time and the preliminary filtration device (13) becomes clogged with sludge (33), the sewage pipe (16)
is closed to stop the inflow of sewage, the second sludge drain valve (32) is opened to empty the inside of the filtration device (1), and the first cleaning valve (19) is opened to As shown by the imaginary line, clean water is passed through the preliminary filter material (13) from the first cleaning pipe (18).
Spray on the top surface.

すると、予備ろ過材(13)に付着していた汚泥(33
)は、第1洗浄管(18)より噴射される清水により洗
い落とされて、沈殿槽(10)内に流下し、第2徘泥管
(32)より流出する。
Then, the sludge (33) that had adhered to the preliminary filter material (13)
) is washed away by fresh water injected from the first washing pipe (18), flows down into the sedimentation tank (10), and flows out from the second mud pipe (32).

この時、予備ろ過槽(5)の点検孔(11)を開いて、
汚水管(14)の曝気管(15)を、下方に向けて水平
軸まわりに回動させつつ、清水弁(17)を開いて、曝
気管(15)より清水を予備ろ過材(13)の上面に噴
射すれば、さらに迅速に、予備ろ過材(13)を洗浄す
ることができる。
At this time, open the inspection hole (11) of the preliminary filtration tank (5),
Rotate the aeration pipe (15) of the waste water pipe (14) downward around the horizontal axis, open the fresh water valve (17), and pour fresh water from the aeration pipe (15) into the preliminary filter material (13). By spraying on the upper surface, the preliminary filter material (13) can be cleaned more quickly.

また、本ろ過材(21)が目詰まりした時は、上述のよ
うに、ろ送袋!(1)内を空にした後、第2排泥弁(3
2)を閉じ、第1徘泥弁(25)を開くとともに、第2
洗浄弁(22)を開く。
Also, when the main filter material (21) becomes clogged, as mentioned above, send it to the filter bag! (1) After emptying the inside of the second sludge valve (3
2), open the first wandering valve (25), and open the second
Open the flush valve (22).

すると、第2洗浄管(20)より噴射される清水により
、本ろ過材(21)の下部の粗粒に付着する汚泥(33
)は、沈殿槽(10)内に洗い落とされる。
Then, the fresh water injected from the second cleaning pipe (20) removes the sludge (33
) is washed into the settling tank (10).

沈殿槽(10)が汚水により充満すると、第2洗浄管(
20)より噴出する清水は、本ろ過材(21)を上方に
高速で通過した。細粒間に付着している汚泥(33)を
除去して排水溝(23)より、第1排泥管(24)を経
て流出し、本ろ過材(21)の各部の汚泥が除去される
When the settling tank (10) is filled with sewage, the second cleaning pipe (
The fresh water spouted from 20) passed upward through the main filter material (21) at high speed. The sludge (33) adhering between the fine particles is removed and flows out from the drain (23) through the first sludge pipe (24), and the sludge from each part of the main filter material (21) is removed. .

従って、簡単な操作で、予備ろ過材(13)と本ろ過材
(21)の目詰まりを解消して、繰返し長期使用するこ
とができる。
Therefore, with a simple operation, the preliminary filter material (13) and the main filter material (21) can be unclogged and used repeatedly for a long period of time.

なお上記実施例においては、汚水管(14)を清水噴射
用に兼用させるようにしたが、専用の清水噴射管を、別
途に設けてもよい。
In the above embodiment, the wastewater pipe (14) is also used for spraying fresh water, but a dedicated fresh water spraying pipe may be provided separately.

(発明の効果〕 上述のように1本発明によれば、従来面倒であった前ろ
過材の目詰まりの解消も、簡単かつ完全に行なうことが
でき、しかも、設備費も甚だ安価である。
(Effects of the Invention) As described above, according to the present invention, clogging of the pre-filter material, which has been troublesome in the past, can be easily and completely eliminated, and the equipment cost is also extremely low.

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

第1図は、本発明の汚水ろ過装置の一実施例の縦断正面
図、 第2図は、第1図のA−A線における横断平面図である
FIG. 1 is a longitudinal sectional front view of one embodiment of the sewage filtration apparatus of the present invention, and FIG. 2 is a transverse plan view taken along the line A-A in FIG. 1.

Claims (3)

【特許請求の範囲】[Claims] (1)予備ろ過槽と本ろ過槽を、それらの下方に設けた
沈殿槽をもって連通し、汚水を、予備ろ過槽内の予備ろ
過材を上方から通過させ、沈殿槽を経て、下方より本ろ
過槽内の本ろ過材を通過させて浄化するようにし、かつ
前記予備ろ過材の上方に、予備ろ過材の上面に清水を噴
射しうる弁付きの洗浄管を設けたことを特徴とする汚水
ろ過装置。
(1) The preliminary filtration tank and the main filtration tank are connected through a sedimentation tank installed below them, and the wastewater is passed through the preliminary filtration material in the preliminary filtration tank from above, passes through the sedimentation tank, and is filtered from below. A sewage filtration system that purifies water by passing through the main filter medium in the tank, and further comprising a washing pipe with a valve provided above the preliminary filter medium and capable of injecting fresh water onto the top surface of the preliminary filter medium. Device.
(2)予備ろ過槽と本ろ過槽を、それらの下方に設けた
沈殿槽をもって連通し、汚水を、予備ろ過槽内の予備ろ
過材を上方から通過させ、沈殿槽を経て、下方より本ろ
過槽内の本ろ過材を通過させて浄化するようにし、かつ
前記予備ろ過材の上方に、予備ろ過材の上面に清水を噴
射しうる弁付きの洗浄管を設け、さらに、予備ろ過材の
上方に、水平軸まわりに回動して下方を向きうる清水噴
射管を設けたことを特徴とする汚水ろ過装置。
(2) The preliminary filtration tank and the main filtration tank are connected through a sedimentation tank installed below them, and the wastewater is passed through the preliminary filtration material in the preliminary filtration tank from above, passes through the sedimentation tank, and is filtered from below. The main filter medium in the tank is passed through for purification, and above the preliminary filter medium is provided a cleaning pipe with a valve that can inject clean water onto the top surface of the preliminary filter medium, and further above the preliminary filter medium. A sewage filtration device characterized in that a fresh water injection pipe that can rotate around a horizontal axis and face downward is provided.
(3)汚水管を清水噴射用に兼用させ、かつその内端に
設けた上向きの曝気管を、水平軸まわりに回動させうる
ようにしてなる特許請求の範囲第(2)項に記載の汚水
ろ過装置。
(3) The sewage pipe is also used for fresh water injection, and the upward aeration pipe provided at the inner end thereof can be rotated around a horizontal axis. Sewage filtration equipment.
JP60198497A 1985-09-10 1985-09-10 Apparatus for filtering sewage Granted JPS6261606A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60198497A JPS6261606A (en) 1985-09-10 1985-09-10 Apparatus for filtering sewage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60198497A JPS6261606A (en) 1985-09-10 1985-09-10 Apparatus for filtering sewage

Publications (2)

Publication Number Publication Date
JPS6261606A true JPS6261606A (en) 1987-03-18
JPS6333883B2 JPS6333883B2 (en) 1988-07-07

Family

ID=16392108

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60198497A Granted JPS6261606A (en) 1985-09-10 1985-09-10 Apparatus for filtering sewage

Country Status (1)

Country Link
JP (1) JPS6261606A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0655009A (en) * 1991-08-30 1994-03-01 Lutz Lange Cleanable filter

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03122777U (en) * 1990-03-28 1991-12-13
JPH0626662U (en) * 1992-09-03 1994-04-12 清香 後石原 Buddhist altar

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0655009A (en) * 1991-08-30 1994-03-01 Lutz Lange Cleanable filter

Also Published As

Publication number Publication date
JPS6333883B2 (en) 1988-07-07

Similar Documents

Publication Publication Date Title
CA1084182A (en) Method for separating pollutants from liquid
KR101812917B1 (en) A Non-Point Pollution Treatment Facility Of Driving Type Having Stagnating Water Fiter Bath
US5238560A (en) Washable filter
US3512649A (en) Ultra-rate water filtration apparatus
JPS5950367B2 (en) filtration device
JPS6216125B2 (en)
JPS6261606A (en) Apparatus for filtering sewage
US4780219A (en) System for filtering suspended solids from a liquid
US3405806A (en) Water filtration plant
KR100689855B1 (en) Automatic backwash filter
JPH04215808A (en) Sand filter apparatus
JP2690852B2 (en) How to operate the natural filtration device
US448122A (en) Apparatus for treating sewage
JPS62262717A (en) Device for washing filter medium of filter
KR100323852B1 (en) Clearing system of a foul solution and irresoluble solution
JPH078001Y2 (en) Settling equipment for sludge treatment
JP2950399B2 (en) Raw water inflow pipe for gravity filtration equipment
JPH07718A (en) Continuous filter
SU1500627A1 (en) Apparatus for cleaning waste water from petroleum products and mechanical impurities
JPS64976Y2 (en)
JPS63326Y2 (en)
JPH0717365Y2 (en) Continuous sand filter
CN117504382A (en) Filter tank and working method thereof
KR20230003817A (en) Reduction facilities for non-point pollution
SU1680264A1 (en) Filter for purification of liquid

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees