JP2004136452A - Concrete manufacturing method - Google Patents

Concrete manufacturing method Download PDF

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Publication number
JP2004136452A
JP2004136452A JP2002300462A JP2002300462A JP2004136452A JP 2004136452 A JP2004136452 A JP 2004136452A JP 2002300462 A JP2002300462 A JP 2002300462A JP 2002300462 A JP2002300462 A JP 2002300462A JP 2004136452 A JP2004136452 A JP 2004136452A
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JP
Japan
Prior art keywords
concrete
admixture
cement slurry
binder
kneading
Prior art date
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Granted
Application number
JP2002300462A
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Japanese (ja)
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JP4258201B2 (en
Inventor
Minoru Kanazawa
金澤 稔
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Obayashi Corp
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Obayashi Corp
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Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP2002300462A priority Critical patent/JP4258201B2/en
Publication of JP2004136452A publication Critical patent/JP2004136452A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To manufacture concrete excellent in workability while suppressing the use amount of an admixture. <P>SOLUTION: This concrete manufacturing method includes a first process (process B) for kneading a cement slurry containing a binding material and water and a second process (process C) for charging aggregate in the cement slurry kneaded in the first process to knead the same with the slurry. In the first process, a shearing mixer 20 for relatively rotating shearing blades 26 and 28 superposed one upon another so as to leave a gap between the shearing blades 26 and 28 is used to knead the cement slurry introduced into the gap between the shearing blades 26 and 28. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、コンクリートの製造方法に係り、特に、流動性が高くワーカビリティに優れたコンクリートを製造するうえで好適なコンクリートの製造方法に関する。
【0002】
【従来の技術】
従来、コンクリートの製造は、コンクリートミキサーに順次、粗骨材、混和材、セメント、水、および混和剤を投入して攪拌することにより行われている。このうち混和剤は、コンクリートの流動性等のワーカビリティを高めるべく、セメント粒子を分散させるために用いられる。特に、近年では、セメント粒子の帯電による静電反発作用によりセメント粒子を分散させる化学混和剤が普及しており、例えばAE剤、AE減水剤、高性能AE減水剤等が用いられている。
【0003】
【特許文献1】
特開2000−37721号公報
【0004】
【特許文献2】
特開平6−144908号公報
【0005】
【発明が解決しようとする課題】
ところで、高強度コンクリートあるいは高流動コンクリートを製造する場合や、フライアッシュ・高炉スラグ微粉末、再生骨材を製造する際に発生する微粒分等が多用される場合等には、従来のコンクリート製造の場合と比べて、セメントと混和材の混合体である結合材量が多くなる。結合材の使用量が多くなった場合、コンクリートの単位量当りに必要な混和剤の量も多くなり、粘性が大きくなることが経験上認められる。このために、コンクリートの製造単価の増大を招き、また、結合材の性質(特に混和剤を吸着する性質)によっては、安定したフレッシュコンクリートの性状を得られない等の不都合が生ずる。
【0006】
本発明は上記の点に鑑みてなされたものであり、混和剤の使用量を抑えつつ、ワーカビリティに優れたコンクリートを製造できるようにすることを目的とする。
【0007】
【課題を解決するための手段】
本願発明者は、結合材の量が多くなるほど、コンクリートの単位量当たりに必要な混和剤の量が増大するのは、結合材を構成する微粒子が互いに凝集して、コンクリート製造時の攪拌による微粒子の分散が十分になされなくなるためと考えた。その根拠は、例えば、岩盤の止水処理のために節理に注入するグラウト材に超音波をかけて加振すると、グラウト材の浸透性が大幅に向上する傾向が認められるが、これは、グラウト内の凝集していた粒子が超音波振動により分散されると考えられること等による。
【0008】
そして、多量の結合材が用いられる場合には、混和剤を用いても凝集した微粒子を十分に分散することができなくなるため、混和剤の効果は結合材の量が多くなるほど低下するのである。その結果、製造されたコンクリートの流動性が低下し、粘性が大きくなってワーカビリティが悪化してしまい、あるいは、所望のワーカビリティを得るために多量の混和剤が必要となって、コンクリート製造単価が増大してしまう。
【0009】
そこで、本発明では、第1の工程において、せん断ミキサーにより結合材、水、および混和剤を含んだセメントスラリーをせん断しながら混錬することで、結合材に含まれる微粒子を十分に分散させる。その際、骨材はまだ混ぜていないので、骨材がせん断ミキサーで破壊されることはない。しかる後に、第2の工程において、このセメントスラリーを骨材に投入して更に攪拌する。これにより、混和剤を多用することなく、微粒子が分散したワーカビリティに優れたコンクリートを製造することができる。
【0010】
【発明の実施の形態】
図1は、本発明の一実施形態であるコンクリートの製造方法における工程の流れを模式的に示す図である。
【0011】
図1に示すように、先ず、工程Aにおいて、水、結合材(セメントと混和材)、および混和剤が、スラリー混錬ミキサー等の混錬槽10へ投入されて混錬される。次に、工程Bにおいて、混錬された水、結合材、および混和剤を含むセメントスラリーが高速せん断ミキサー20へ投入されて更に混錬される。
【0012】
図2は、高速せん断ミキサー20を拡大して示す正面図である。図2に示すように、高速せん断ミキサー20は、縦型のドラム22を備えている。ドラム22の中央には、縦方向に延びる回転シャフト24が設けられている。回転シャフト24の周囲には多数のせん断翼26が設けられている。また、ドラム22の内周面にも、せん断翼26と干渉しない高さに、多数のせん断翼28が設けられている。回転シャフト24側のせん断翼26と、ドラム22側のせん断翼28とは微小な隙間を隔てて上下に重なり合うように配置されている。また、回転シャフト24の最上段には、回転翼30が傾斜して設けられており、上方から投入されたセメントスラリーをドラム22の下方へ送り込むようになっている。
【0013】
回転シャフト24が回転すると、せん断翼26も回転する。このため、回転翼30により上方から送り込まれてせん断翼26,28間の隙間に入ったセメントスラリーが、せん断翼26,28によりせん断されることで、セメントスラリー内の凝集した微粒子が分散される。なお、せん断翼26,28は、その回転攪拌による空気の巻き込みが生じないように、全てのせん断翼26,28および回転翼30がセメントスラリー内に完全に浸かった状態で回転させるものとする。また、ドラム22の下底面には開口部が設けられており、ドラム22の最下部に達したセメントスラリーはこの開口部を通って、図2中に矢印で示すようにドラム22の外側を上方に押し上げられ、再び、回転翼30によりドラム22内へ送り込まれる。
【0014】
図3および図4は、高速せん断ミキサー20の別の構成例を示す。ここでは、4軸タイプの高速せん断ミキサーの例を示しており、図3は正面図、図4は平面図である。図3および図4に示すように、混錬容器102の内側に、4本の回転シャフト104が設けられている。各回転シャフト104には、多数のせん断翼106が設けられている。また、混錬容器102の内壁面にも、多数のせん断翼108が設けられている。各回転シャフト104のせん断翼106は、隣接する回転シャフト104のせん断翼106および混錬容器102のせん断翼108と微小な隙間を隔てて上下に重なり合うように設けられている。そして、各回転シャフト104が隣接する回転シャフト104と反対向きに回転駆動されることで、せん断翼106,108の間の隙間に入ったセメントスラリーがせん断され、これにより、セメントスラリー内の微粒子が分散される。
【0015】
以上のように、セメントスラリーが高速せん断ミキサー20でせん断されながら混錬された後、工程Cにおいて、攪拌ミキサー40へ粗骨材および細骨材と共に投入されて更に混錬され、これにより、コンクリートが完成する。
【0016】
以上説明した本実施形態のコンクリート製造方法によれば、結合材、水、および混和剤を混合したセメントスラリーを高速せん断ミキサー20で混錬することで、結合材に含まれる微粒子を凝集状態から分散させることができる。このため、混和剤を多用しなくても、製造されたコンクリートの流動性が高まり、これにより、ワーカビリティが向上する。すなわち、本実施形態によれば、混和剤の使用量を抑えてコスト削減を図りつつ、ワーカビリティの優れたコンクリートを製造することができる。また、セメントの微粒子が分散することにより反応性が高まるので、コンクリート強度の発現性を向上させることもできる。
【0017】
また、混和剤の吸着性が高い結合材や、品質が安定しない結合材が用いられる場合にも、微粒子を十分に分散させることができるので、安定した混和剤の効果が期待できる。この点でも、混和剤の使用量の低減が図られることになる。
【0018】
また、本実施形態では、高速せん断ミキサー20として縦型のせん断ミキサーを用い、せん断翼によるセメントスラリーの混錬を、せん断翼がセメントスラリーに完全に浸かった状態で行うようにしているので、セメントスラリーの攪拌に伴ってコンクリート内に空気が巻き込まれるのを防止することができる。
【0019】
さらに、高速せん断ミキサー20で結合材、水、および混和剤を攪拌して微粒子を分散させた後、攪拌ミキサー40にて骨材と共に攪拌するようにしているので、骨材が高速せん断ミキサー20によって破壊されてしまうのを防止できる。
【0020】
【発明の効果】
本発明によれば、混和剤の使用量を抑えつつ、ワーカビリティに優れたコンクリートを製造することができる
【図面の簡単な説明】
【図1】本発明の一実施形態であるコンクリートの製造方法における工程の流れを模式的に示す図である。
【図2】本実施形態において用いられる高速せん断ミキサーを拡大して示す正面図である。
【図3】高速せん断ミキサーの別の構成例を示す正面図である。
【図4】図3の高速せん断ミキサーの平面図である。
【符号の説明】
10 混錬槽
20 高速せん断ミキサー
22 ドラム
24,104 回転シャフト
26,28,106,108 せん断翼
40 攪拌ミキサー
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a method for producing concrete, and more particularly to a method for producing concrete suitable for producing concrete having high fluidity and excellent workability.
[0002]
[Prior art]
BACKGROUND ART Conventionally, the production of concrete has been carried out by sequentially charging a coarse aggregate, an admixture, cement, water, and an admixture into a concrete mixer and stirring. Among them, the admixture is used for dispersing cement particles in order to enhance workability such as fluidity of concrete. In particular, in recent years, chemical admixtures for dispersing cement particles by electrostatic repulsion due to charging of cement particles have become widespread. For example, AE agents, AE water reducing agents, high-performance AE water reducing agents, and the like have been used.
[0003]
[Patent Document 1]
Japanese Patent Application Laid-Open No. 2000-37721
[Patent Document 2]
JP-A-6-144908
[Problems to be solved by the invention]
By the way, in the case of producing high-strength concrete or high-fluidity concrete, or in the case where fly ash, blast furnace slag fine powder, and fine particles generated when producing recycled aggregate are frequently used, the conventional concrete production Compared with the case, the amount of the binder, which is a mixture of the cement and the admixture, increases. Experience has shown that when the amount of binder used increases, the amount of admixture required per unit amount of concrete also increases and the viscosity increases. This leads to an increase in the unit production cost of the concrete, and also causes inconvenience such as not being able to obtain stable properties of fresh concrete depending on the properties of the binder (particularly, the property of adsorbing the admixture).
[0006]
The present invention has been made in view of the above points, and an object of the present invention is to make it possible to produce concrete with excellent workability while suppressing the amount of an admixture used.
[0007]
[Means for Solving the Problems]
The inventor of the present application states that as the amount of the binder increases, the amount of the admixture required per unit amount of concrete increases because the fine particles constituting the binder aggregate with each other and are agitated during the production of concrete. Was not sufficiently dispersed. The grounds are that, for example, when ultrasonic waves are applied to the grout material injected into the joints for the purpose of waterproofing the rock, the permeability of the grout material tends to be greatly improved. This is because the aggregated particles in the inside are considered to be dispersed by the ultrasonic vibration.
[0008]
When a large amount of the binder is used, even if the admixture is used, the aggregated fine particles cannot be sufficiently dispersed, so that the effect of the admixture decreases as the amount of the binder increases. As a result, the fluidity of the produced concrete decreases, the viscosity increases, the workability deteriorates, or a large amount of an admixture is required to obtain the desired workability, and the concrete production unit cost is reduced. Will increase.
[0009]
Therefore, in the present invention, in the first step, fine particles contained in the binder are sufficiently dispersed by shearing and kneading the cement slurry containing the binder, water, and the admixture with a shear mixer. At this time, since the aggregate has not been mixed yet, the aggregate is not broken by the shear mixer. Thereafter, in a second step, the cement slurry is put into the aggregate and further stirred. This makes it possible to produce concrete with excellent workability in which fine particles are dispersed, without using a large amount of admixture.
[0010]
BEST MODE FOR CARRYING OUT THE INVENTION
FIG. 1 is a diagram schematically showing a flow of steps in a concrete manufacturing method according to one embodiment of the present invention.
[0011]
As shown in FIG. 1, first, in step A, water, a binder (admixture with cement), and an admixture are charged into a kneading tank 10 such as a slurry kneading mixer and kneaded. Next, in step B, the cement slurry containing the kneaded water, the binder, and the admixture is charged into the high-speed shear mixer 20 and further kneaded.
[0012]
FIG. 2 is an enlarged front view showing the high-speed shear mixer 20. As shown in FIG. 2, the high-speed shear mixer 20 includes a vertical drum 22. A rotating shaft 24 extending in the vertical direction is provided at the center of the drum 22. A number of shear blades 26 are provided around the rotary shaft 24. A number of shear blades 28 are also provided on the inner peripheral surface of the drum 22 at a height that does not interfere with the shear blades 26. The shear blade 26 on the rotating shaft 24 side and the shear blade 28 on the drum 22 side are arranged so as to vertically overlap with a small gap therebetween. A rotating blade 30 is provided at the uppermost stage of the rotating shaft 24 so as to be inclined, so that the cement slurry supplied from above is sent below the drum 22.
[0013]
When the rotating shaft 24 rotates, the shear blade 26 also rotates. For this reason, the cement slurry that has been fed from above by the rotating blades 30 and entered the gap between the shearing blades 26 and 28 is sheared by the shearing blades 26 and 28, whereby the aggregated fine particles in the cement slurry are dispersed. . The shear blades 26 and 28 are rotated in a state where all the shear blades 26 and 28 and the rotary blade 30 are completely immersed in the cement slurry so that air is not entrained by the rotational stirring. An opening is provided on the lower bottom surface of the drum 22, and the cement slurry that has reached the lowermost portion of the drum 22 passes through the opening and moves the outside of the drum 22 upward as indicated by an arrow in FIG. And is again fed into the drum 22 by the rotating blades 30.
[0014]
3 and 4 show another configuration example of the high-speed shear mixer 20. FIG. Here, an example of a four-shaft type high-speed shear mixer is shown, FIG. 3 is a front view, and FIG. 4 is a plan view. As shown in FIGS. 3 and 4, four rotating shafts 104 are provided inside the kneading container 102. Each rotary shaft 104 is provided with a number of shear blades 106. A number of shear blades 108 are also provided on the inner wall surface of the kneading vessel 102. The shear blades 106 of each rotary shaft 104 are provided so as to overlap with the shear blades 106 of the adjacent rotary shaft 104 and the shear blade 108 of the kneading vessel 102 with a small gap therebetween. Then, when each rotating shaft 104 is rotationally driven in the opposite direction to the adjacent rotating shaft 104, the cement slurry that has entered the gap between the shear blades 106 and 108 is sheared, whereby fine particles in the cement slurry are removed. Distributed.
[0015]
As described above, after the cement slurry is kneaded while being sheared by the high-speed shear mixer 20, in the step C, the cement slurry is charged into the stirring mixer 40 together with the coarse aggregate and the fine aggregate and further kneaded, whereby the concrete Is completed.
[0016]
According to the concrete manufacturing method of the present embodiment described above, the cement slurry in which the binder, the water, and the admixture are mixed is kneaded with the high-speed shear mixer 20, so that the fine particles contained in the binder are dispersed from the aggregated state. Can be done. For this reason, even if the admixture is not used excessively, the fluidity of the produced concrete is increased, and thereby the workability is improved. That is, according to the present embodiment, it is possible to produce concrete with excellent workability while reducing the amount of the admixture used and reducing costs. In addition, since the reactivity is enhanced by dispersing the fine particles of cement, it is also possible to improve the manifestation of concrete strength.
[0017]
In addition, even when a binder having high adsorbability of the admixture or a binder whose quality is not stable is used, the fine particles can be sufficiently dispersed, so that the effect of the stable admixture can be expected. Also in this respect, the use amount of the admixture can be reduced.
[0018]
Further, in this embodiment, a vertical shear mixer is used as the high-speed shear mixer 20, and the kneading of the cement slurry by the shear blade is performed in a state where the shear blade is completely immersed in the cement slurry. It is possible to prevent air from being caught in the concrete accompanying the stirring of the slurry.
[0019]
Further, after the binder, water and the admixture are stirred by the high-speed shear mixer 20 to disperse the fine particles, the high-speed shear mixer 20 stirs the aggregate together with the aggregate. It can be prevented from being destroyed.
[0020]
【The invention's effect】
ADVANTAGE OF THE INVENTION According to this invention, the concrete which was excellent in workability can be manufactured, suppressing the use amount of an admixture.
FIG. 1 is a view schematically showing a flow of steps in a method for producing concrete according to one embodiment of the present invention.
FIG. 2 is an enlarged front view showing a high-speed shear mixer used in the embodiment.
FIG. 3 is a front view showing another configuration example of the high-speed shear mixer.
FIG. 4 is a plan view of the high-speed shear mixer of FIG. 3;
[Explanation of symbols]
Reference Signs List 10 Kneading tank 20 High-speed shear mixer 22 Drum 24, 104 Rotary shaft 26, 28, 106, 108 Shear blade 40 Stirring mixer

Claims (1)

結合材、水、および混和剤を含むセメントスラリーを混錬する第1の工程と、該第1の工程で混錬したセメントスラリーを骨材に投入して混錬する第2の工程とを含み、前記第1の工程では、隙間を隔てて互いに実質的に平行に設けられた翼を、その隙間を保った状態で移動させるせん断ミキサーを用いて、前記隙間に導入した前記セメントスラリーをせん断することにより混錬することを特徴とするコンクリートの製造方法。A first step of kneading a cement slurry containing a binder, water, and an admixture, and a second step of charging and kneading the cement slurry kneaded in the first step into aggregate. In the first step, the cement slurry introduced into the gap is sheared by using a shear mixer that moves blades provided substantially parallel to each other with a gap therebetween while maintaining the gap. A method for producing concrete, characterized by kneading by mixing.
JP2002300462A 2002-10-15 2002-10-15 Concrete production method Expired - Fee Related JP4258201B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2459744A (en) * 2008-05-09 2009-11-11 Albius Ltd Milling and mixing apparatus
CN112356269A (en) * 2020-11-05 2021-02-12 广东基础新成混凝土有限公司 Production process of concrete with quantitative function for preparing recycled aggregate concrete

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2459744A (en) * 2008-05-09 2009-11-11 Albius Ltd Milling and mixing apparatus
CN112356269A (en) * 2020-11-05 2021-02-12 广东基础新成混凝土有限公司 Production process of concrete with quantitative function for preparing recycled aggregate concrete
CN112356269B (en) * 2020-11-05 2022-11-22 广东基础新成混凝土有限公司 Production process of concrete with quantitative function for preparing recycled aggregate concrete

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