Nothing Special   »   [go: up one dir, main page]

JP2000144798A - In-pipe mixing-solidification treating method and device for soft clay - Google Patents

In-pipe mixing-solidification treating method and device for soft clay

Info

Publication number
JP2000144798A
JP2000144798A JP10363756A JP36375698A JP2000144798A JP 2000144798 A JP2000144798 A JP 2000144798A JP 10363756 A JP10363756 A JP 10363756A JP 36375698 A JP36375698 A JP 36375698A JP 2000144798 A JP2000144798 A JP 2000144798A
Authority
JP
Japan
Prior art keywords
pipe
mixing
solidification
force
soft clay
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
JP10363756A
Other languages
Japanese (ja)
Other versions
JP4110497B2 (en
Inventor
Takaharu Kakehashi
隆晴 掛橋
Kaname Watanabe
渡辺  要
Takashi Hanasato
隆 花里
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.)
Japan Industrial Land Development Co Ltd
Original Assignee
Japan Industrial Land Development Co Ltd
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 Japan Industrial Land Development Co Ltd filed Critical Japan Industrial Land Development Co Ltd
Priority to JP36375698A priority Critical patent/JP4110497B2/en
Publication of JP2000144798A publication Critical patent/JP2000144798A/en
Application granted granted Critical
Publication of JP4110497B2 publication Critical patent/JP4110497B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Treatment Of Sludge (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide economical solidification treating method and device for soft clay, in which a special solidification treating facility such as a kneading mixer is made unnecessary, by utilizing a plug flow generated in a force-feed pipe, connecting a tubular mixing section to the intermediate section of the force-feed pipe and homogeneously against and mixing soft clay and a solidification material by an extremely simple method in the mixing section when soft clay such as a dredged material is force-fed by air towards a land. SOLUTION: A mixing pipe 7 having a diameter larger than a force-feed pipe 4 is connected obliquely to the intermediate section of an air force-feed pipe 4a, in which soft clay such as a dredged material is force-fed as a plug flow, and a plurality of solidification-material exhaust nozzles 10 are bored to an axial center section in the mixing pipe 7 while a tubular solidification-material feed shaft 8, in which a plurality of blades 9 are installed slantingly on an outer circumference at regular intervals, is inserted. Soft clay fed into the mixing pipe 7 is stirred and mixed homogeneously with a solidification material by a synergistic effect by the generation of a turbulent flow generated by the inclination of the mixing pipe 7 and the expansion effect of a pipe diameter and the agitation action of the blades 9 at that time.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、浚渫土等の含水率
の高い軟泥土を圧送する過程で管体内で効果的に固化材
と撹拌混合することができ、混練ミキサー等の格別の機
械的混合処理設備を不要とした軟泥土の管中混合固化処
理法と装置に関するものである。
BACKGROUND OF THE INVENTION The present invention relates to a method for efficiently mixing and mixing a solidified material with a solidified material in a pipe during the process of pumping soft muddy soil having a high moisture content, such as dredged soil, and the like. The present invention relates to a method and an apparatus for mixing and solidifying soft mud in a pipe without the need for mixing equipment.

【0002】[0002]

【従来の技術】従来から、浚渫土を資源として有効利用
するため、これに固化材を添加し、例えば埋立地等の地
盤材料として利用することが行なわれている。従来の浚
渫土を固化処理する方法としては、浚渫土と固化材とを
均等に混練するために大型の機械式の混練ミキサーを使
用する方法や、軟泥土がプラグ流として圧送される空気
圧送管内に固化材を添加して撹拌混合する管中混合方法
が知られている。しかしながら、前者は専用船又は専用
プラントを用いた処理が一般的で、設備が大型化して処
理コストも高いものとなり、また後者は処理コストは低
くなるものの混合後の軟泥土の均質性にムラがあり、品
質のばらつきが大きいという問題があった。
2. Description of the Related Art Conventionally, in order to effectively use dredged soil as a resource, a solidifying material has been added to the dredged soil to use it as a ground material for, for example, a landfill. Conventional methods for solidifying dredged soil include a method using a large mechanical kneading mixer to uniformly knead the dredged soil and the solidified material, and an air pumping pipe in which soft mud soil is pumped as a plug flow. A mixing method in a tube in which a solidifying material is added to a mixture and the mixture is stirred and mixed is known. However, the former generally uses a dedicated ship or a dedicated plant, and the equipment becomes larger and the processing cost becomes higher.The latter reduces the processing cost, but the homogeneity of the mixed soft mud becomes uneven. There is a problem that the quality varies greatly.

【0003】[0003]

【発明が解決しようとする課題】本発明は、この浚渫土
等の軟泥土を陸上へ向けて空気圧送する場合に、圧送管
内では軟泥土と空気とが交互に流送される現象である
「プラグ流」が生じることに着目し、圧送管の途中に該
圧送管よりも太径の管状の混合部を接続して、混練ミキ
サー等の特別の固化処理設備を不要とし、該管状混合部
で軟泥土と固化材とを極めて簡単な方法で均質に撹拌混
合できるようにした経済的な軟泥土の固化処理方法と装
置を提案するものである。
SUMMARY OF THE INVENTION The present invention relates to a phenomenon in which, when pulverized soft mud such as dredged soil is pneumatically fed to land, the soft mud and air are alternately fed in a pumping pipe. Paying attention to the occurrence of "plug flow", connecting a tubular mixing section having a larger diameter than the pressure feeding pipe in the middle of the pressure feeding pipe, eliminating the need for special solidification processing equipment such as a kneading mixer, and using the tubular mixing section. It is an object of the present invention to provide an economical method and apparatus for solidifying soft mud so that the soft mud and the solidified material can be homogeneously stirred and mixed by a very simple method.

【0004】[0004]

【課題を解決するための手段】即ち、本発明は浚渫土等
の軟泥土がプラグ流として圧送される空気圧送管の途中
に該圧送管よりも太径の混合管を傾斜させて接続し、該
混合管内の軸心部には固化材噴出口が複数開孔されると
共に外周に所定の間隔を置いて複数枚の翼が斜めに取り
付けられてなる管状の固化材供給軸が挿入され、上記混
合管内に送入された軟泥土を該混合管の傾斜と管径の拡
大効果により生じる乱流の発生と上記翼の撹拌作用によ
る相乗効果で固化材と均質に撹拌混合することを特徴と
する軟泥土の管中混合固化処理法と装置に関するもので
ある。以下、本発明法の実施形態を図により説明する。
That is, according to the present invention, a mixing pipe having a larger diameter than the pumping pipe is inclined and connected to the middle of an air pumping pipe through which soft mud such as dredged soil is pumped as a plug flow. A plurality of solidified material jets are opened at the axial center portion of the mixing tube, and a tubular solidified material supply shaft having a plurality of blades attached obliquely at predetermined intervals on the outer periphery is inserted. It is characterized in that the soft mud fed into the mixing pipe is homogeneously stirred and mixed with the solidified material by the synergistic effect of the generation of turbulence caused by the inclination of the mixing pipe and the effect of expanding the pipe diameter and the stirring action of the blade. The present invention relates to a method and an apparatus for mixing and solidifying a soft mud in a pipe. Hereinafter, an embodiment of the method of the present invention will be described with reference to the drawings.

【0005】[0005]

【発明の実施の形態】図1は浚渫船が浚渫した軟泥土を
陸上の埋立地に送るまでの概略を示す説明図で、1は浚
渫船、2は土運搬船、3は空気圧送船で、この空気圧送
船3により浚渫土を圧送管4を介して陸上に空気圧送す
る。5はセメントスラリー等の固化材供給設備で、この
設備5において本発明による管状の混合装置Aが圧送管
4に接続され、軟泥土に固化材が撹拌混合され、再び圧
送管4に給送されて埋立地6に排出される。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an explanatory view schematically showing a dredger sending dredged muddy soil to a landfill on land. Reference numeral 1 denotes a dredger, 2 denotes a soil carrier, and 3 denotes a pneumatic carrier. The dredged soil is pneumatically fed to the shore via the feed pipe 4 by the ship 3. Numeral 5 is a solidification material supply equipment for cement slurry or the like. In this equipment 5, the tubular mixing device A according to the present invention is connected to the pressure feeding pipe 4, the solidification material is agitated and mixed with the soft mud, and fed again to the pressure feeding pipe 4. To landfill 6.

【0006】図2は本発明に係る上記した管状の混合装
置Aの一部断面側面図、図3はこの管状の混合装置Aの
説明的な縦断面図であり、7は両端が閉鎖された混合管
で、該混合管7は上記圧送管4よりも径が太くかつ傾斜
して設置されており、上部側面には空気圧送船3からの
圧送管4aが接続されて該混合管7内に浚渫土が供給さ
れ、下部側面に埋立地6へ向う圧送管bが接続されてい
る。
FIG. 2 is a partial cross-sectional side view of the above-described tubular mixing device A according to the present invention, and FIG. 3 is an explanatory longitudinal sectional view of the tubular mixing device A. Reference numeral 7 denotes both ends closed. In the mixing pipe, the mixing pipe 7 has a diameter larger than that of the pressure feeding pipe 4 and is installed at an angle. The pressure feeding pipe 4a from the air pressure boat 3 is connected to the upper side surface, and the mixing pipe 7 is inserted into the mixing pipe 7. The dredged soil is supplied, and a pumping pipe b toward the landfill 6 is connected to the lower side surface.

【0007】8は上記混合管7内軸心部に上方から挿入
固定された管状の固化材供給軸で、該供給軸8外周には
その長さ方向に所定の間隔を置いて複数枚(図では3
枚)の翼9が放射状にかつ該軸8に対して斜めに向けて
固定されており、また該軸8には等間隔に複数の固化材
噴出口10が開設されていて、該噴出口からセメントス
ラリー等の固化材が高圧噴射されるようになっている。
Reference numeral 8 denotes a tubular solidified material supply shaft which is inserted into and fixed to the axial center portion of the mixing tube 7 from above, and a plurality of the solidified material supply shafts are provided on the outer periphery of the supply shaft 8 at predetermined intervals in the longitudinal direction thereof (FIG. Then 3
Wings 9 are fixed radially and obliquely with respect to the shaft 8, and a plurality of solidified material jets 10 are opened at equal intervals on the shaft 8. A high-pressure injection of a solidifying material such as a cement slurry is performed.

【0008】しかして、空気圧送船3により浚渫土を圧
縮空気と共に圧送管4a内に圧入すると、前記したよう
に浚渫土は圧送管4a内でプラグ流となって間欠的に給
送され、混合管7内に送入される。
[0008] When the dredged soil is pressed together with the compressed air into the pumping pipe 4a by the pneumatic pumping vessel 3, the dredged soil is intermittently fed as a plug flow in the pumping pipe 4a and mixed as described above. It is sent into the pipe 7.

【0009】混合管7は前記の通り圧送管4aより管径
が拡大されているので、プラグ流の抵抗が減少し、しか
も斜めに傾斜するように設置されているので、該混合管
7内では浚渫土による大きな乱流状態が発生する。
As described above, the mixing pipe 7 has a larger diameter than the pressure feed pipe 4a, so that the resistance of the plug flow is reduced and the mixing pipe 7 is installed so as to be inclined. Large turbulence condition due to dredged soil occurs.

【0010】さらに、混合管7内軸心部の供給軸8の噴
出口10からは固化材としてセメントスラリーが高圧噴
射され、該管7内の上記乱流と供給軸8に斜めに取り付
けられた複数枚の上記翼9の撹拌作用の相乗効果によ
り、浚渫土はセメントスラリーと効率よく均質に撹拌混
合されながら混合管7内を流下して行く。
Further, a high-pressure cement slurry as a solidifying material is injected from the jet port 10 of the supply shaft 8 at the axial center of the mixing pipe 7, and the cement slurry is obliquely attached to the turbulent flow in the pipe 7 and the supply shaft 8. Due to the synergistic effect of the stirring action of the plurality of blades 9, the dredged soil flows down the mixing pipe 7 while being efficiently and uniformly stirred and mixed with the cement slurry.

【0011】そして、傾斜混合管7内で上記の如く固化
材と効果的に均質混合された浚渫土は、下部に接続され
た該混合管7より細径の圧送管4bに向って排出され、
再びプラグ流となって埋立地6まで圧送される。
Then, the dredged soil that has been effectively and homogeneously mixed with the solidified material in the inclined mixing pipe 7 is discharged toward the pumping pipe 4b having a smaller diameter than the mixing pipe 7 connected to the lower part,
It again becomes a plug flow and is pumped to the landfill 6.

【0012】[0012]

【発明の効果】本発明は上述のようにしてなり、浚渫土
等の軟泥土を圧送する空気圧送管の途中に該管よりも太
径の両端が閉塞された混合管を傾斜させて接続し、かつ
上記圧送管はそれぞれ該混合管の上下両側面で連結する
ようにしてあり、これにより該混合管内の軸心部には固
化材噴出口が複数開孔されると共に外周に所定の間隔を
置いて複数の翼が斜めに取り付けられてなる管状の固化
材供給軸が挿入可能となって固化材を均質に混入するこ
とができ、しかも該混合管内にプラグ流として圧送され
て来る浚渫土は混合管の傾斜と管径の拡大効果により生
じる乱流の発生と固化材供給軸の翼の撹拌作用による相
乗効果で固化材と効率よく均質に撹拌混合することがで
き、従来のように機械的な混練ミキサーを使用しなくと
も、プラグ流の利用によって経済的で均質な混合が可能
となるのである。
According to the present invention, as described above, a mixing pipe whose both ends are closed and whose diameter is larger than that of the pipe is inclined and connected in the middle of an air pumping pipe for feeding soft mud such as dredged soil. The pressure feed pipes are connected at both upper and lower sides of the mixing pipe, whereby a plurality of solidified material ejection ports are opened in the axial center of the mixing pipe, and a predetermined interval is provided on the outer circumference. It is possible to insert a solidified material supply shaft in which a plurality of wings are obliquely mounted and insert the solidified material homogeneously, and the dredged soil that is pumped as a plug flow into the mixing pipe is The turbulence generated by the inclination of the mixing pipe and the effect of expanding the pipe diameter and the synergistic effect of the agitating action of the wing of the solidified material supply shaft enable efficient and homogeneous stirring and mixing with the solidified material. Plug flow can be achieved without using a It become possible economical and homogeneous mixing by.

【0013】また、本発明によれば、上記混合管は市販
の機材で製作でき、ユニット化も可能であるので、前記
圧送管と連結することにより、浚渫土等の軟泥土の大規
模処理に対応できるのである。
According to the present invention, the mixing pipe can be manufactured with commercially available equipment and can be made into a unit. Therefore, by connecting the mixing pipe to the pumping pipe, the mixing pipe can be used for large-scale treatment of soft mud such as dredged soil. We can respond.

【0014】以上のように、本発明によれば、浚渫土等
の固化処理設備が従来より簡略化できて大幅なコストダ
ウンを図ることができ、また処分に困っていた浚渫土等
を有効利用でき、これを埋立地の地盤材料として使用す
れば、埋立後の地盤改良が不要もしくは大幅に削減でき
るので、用地の早期利用も可能となる等の利点を有す
る。
As described above, according to the present invention, the equipment for solidifying dredged soil and the like can be simplified as compared with the prior art, so that the cost can be significantly reduced, and the dredged soil and the like which have been difficult to dispose can be effectively used. If this is used as a ground material for a landfill, ground improvement after landfill is not necessary or can be greatly reduced, so that there is an advantage that land can be used early.

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

【図1】本発明方法を使用して浚渫船が浚渫した軟泥土
を陸上の埋立地に送るまでの概略を示す説明図である。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an explanatory diagram showing an outline up to sending dredged muddy soil to a landfill site using a method of the present invention.

【図2】本発明に係る軟泥土の管中混合固化処理装置の
一部断面側面図である。
FIG. 2 is a partial cross-sectional side view of an apparatus for mixing and solidifying soft mud in a pipe according to the present invention.

【図3】本発明に係る軟泥土の管中混合固化処理装置の
説明的な縦断面図である。
FIG. 3 is an explanatory longitudinal sectional view of an apparatus for mixing and solidifying soft mud in a pipe according to the present invention.

【図4】固化材供給軸の要部を示す斜視図である。FIG. 4 is a perspective view showing a main part of a solidified material supply shaft.

【符号の説明】[Explanation of symbols]

1−浚渫船 2−土運搬船 3−空気圧送船 4−圧送管 5−固化材供給設備 6−埋立地 7−混合管 8−固化材供給軸 9−翼 10−固化材噴出口 A−本発明の管状混合装置 Reference Signs List 1-Dredger 2-Soil carrier 3-Pneumatic pump 4-Pumping pipe 5-Solidification material supply facility 6-Landfill 7-Mixing pipe 8-Solidification material supply shaft 9-Blade 10-Solidification material jet A-The present invention Tubular mixing device

───────────────────────────────────────────────────── フロントページの続き (72)発明者 花里 隆 東京都港区海岸3丁目8番15号 国総芝浦 ビル 国土総合建設株式会社内 ──────────────────────────────────────────────────続 き Continuing from the front page (72) Takashi Hanari Inventor, Kokuso Shibaura Building, National Land Construction Co., 3-8-15 Kaigan, Minato-ku, Tokyo

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 浚渫土等の軟泥土がプラグ流として圧送
される空気圧送管の途中に該圧送管よりも太径の混合管
を傾斜させて接続し、該混合管内の軸心部には固化材噴
出口が複数開孔されると共に外周に所定の間隔を置いて
複数枚の翼が斜めに取り付けられてなる管状の固化材供
給軸が挿入され、上記混合管内に送入された軟泥土を該
混合管の傾斜と管径の拡大効果により生じる乱流の発生
と上記翼の撹拌作用による相乗効果で固化材と均質に撹
拌混合することを特徴とする軟泥土の管中混合固化処理
法。
1. A mixing pipe having a diameter larger than that of the pumping pipe is connected to the middle of an air pumping pipe through which soft mud such as dredged soil is pumped as a plug flow. A plurality of solidified material ejection ports are opened, and a tubular solidified material supply shaft having a plurality of blades attached obliquely at predetermined intervals on the outer periphery is inserted, and the soft mud fed into the mixing pipe is inserted. Turbidity generated by the effect of the inclination of the mixing tube and the expansion of the diameter of the mixing tube, and homogeneously stirring and mixing with the solidified material by a synergistic effect of the stirring action of the blades. .
【請求項2】 浚渫土等の軟泥土を圧送する空気圧送管
の途中に該圧送管よりも太径の混合管を傾斜させて接続
し、該混合管内の軸心部には固化材噴出口が複数開孔さ
れると共に外周に所定の間隔を置いて複数枚の翼が斜め
に取り付けられてなる管状の固化材供給軸が挿入されて
いることを特徴とする軟泥土の管中混合固化処理装置。
2. A mixing pipe having a diameter larger than that of the pumping pipe is connected to the middle of an air pumping pipe for pumping soft mud such as dredged soil, and a solidified material ejection port is provided at an axial center of the mixing pipe. Characterized in that a tubular solidification material supply shaft having a plurality of blades mounted diagonally at predetermined intervals on the outer periphery and having a plurality of blades inserted therein is inserted therein, and the mixed solidification treatment in a muddy pipe is characterized by being inserted therein. apparatus.
JP36375698A 1998-11-16 1998-11-16 Mixed solidification processing method and equipment in soft mud soil pipes. Expired - Fee Related JP4110497B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36375698A JP4110497B2 (en) 1998-11-16 1998-11-16 Mixed solidification processing method and equipment in soft mud soil pipes.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36375698A JP4110497B2 (en) 1998-11-16 1998-11-16 Mixed solidification processing method and equipment in soft mud soil pipes.

Publications (2)

Publication Number Publication Date
JP2000144798A true JP2000144798A (en) 2000-05-26
JP4110497B2 JP4110497B2 (en) 2008-07-02

Family

ID=18480119

Family Applications (1)

Application Number Title Priority Date Filing Date
JP36375698A Expired - Fee Related JP4110497B2 (en) 1998-11-16 1998-11-16 Mixed solidification processing method and equipment in soft mud soil pipes.

Country Status (1)

Country Link
JP (1) JP4110497B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7871509B2 (en) 2004-07-23 2011-01-18 John Brodie Matthews Process and apparatus for modifying bitumen

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7871509B2 (en) 2004-07-23 2011-01-18 John Brodie Matthews Process and apparatus for modifying bitumen

Also Published As

Publication number Publication date
JP4110497B2 (en) 2008-07-02

Similar Documents

Publication Publication Date Title
CN100535257C (en) Jetting and agitating construction method and jetting and agitating device
WO2015156514A1 (en) Oxygen dissolution device
CN112549309A (en) Ultrasonic self-cleaning concrete mixer truck
JP3389527B2 (en) Ground mixing method
CN216260111U (en) Asphalt production emulsification device
JP3049527B2 (en) Ground improvement method and its equipment
JP2000144798A (en) In-pipe mixing-solidification treating method and device for soft clay
JP4072968B2 (en) Columnar pile building device and columnar pile building method
JP2606716Y2 (en) Mixing equipment for mud and solidified material
JPH066813B2 (en) Mud pressure feeding method
JP2004107939A (en) Kneading pipe in in-pipe solidifying method
JPH09264037A (en) Sediment transporting and reforming system
JPH041840B2 (en)
JPS5836715B2 (en) shield tunneling machine
CN215882056U (en) Quick mixing device suitable for spraying and mixing materials on high and steep side slopes
CN212384021U (en) A stir pan feeding device sprays for shield constructs construction dregs and handles
JP6853320B2 (en) Screw conveyor, shield excavator and soil removal method
KR101608960B1 (en) Jet rotary type underground propulsion apparatus
CN219768657U (en) Water stopping device for construction of overlapped wall in complex stratum
JP3951287B2 (en) Underwater aeration stirrer
CN209365022U (en) A kind of water reducer conveying device
CN220677438U (en) Pipeline dosing mixing arrangement
JPH05202514A (en) Ground improvement
JP3587612B2 (en) Stirrer for deep mixing
JP4804621B2 (en) Plastic mortar feeder

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20051026

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070828

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20071002

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20080325

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20080327

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110418

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110418

Year of fee payment: 3

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110418

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120418

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140418

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees