JPH05272111A - Method for crushing concrete waste - Google Patents

Method for crushing concrete waste

Info

Publication number
JPH05272111A
JPH05272111A JP6610392A JP6610392A JPH05272111A JP H05272111 A JPH05272111 A JP H05272111A JP 6610392 A JP6610392 A JP 6610392A JP 6610392 A JP6610392 A JP 6610392A JP H05272111 A JPH05272111 A JP H05272111A
Authority
JP
Japan
Prior art keywords
concrete
crushing
coarse aggregate
mortar
heating
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
JP6610392A
Other languages
Japanese (ja)
Other versions
JP3016239B2 (en
Inventor
Shigeru Komatsu
茂 小松
Hisanori Hirata
久則 平田
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.)
Mitsubishi Materials Corp
Original Assignee
Mitsubishi Materials 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 Mitsubishi Materials Corp filed Critical Mitsubishi Materials Corp
Priority to JP4066103A priority Critical patent/JP3016239B2/en
Publication of JPH05272111A publication Critical patent/JPH05272111A/en
Application granted granted Critical
Publication of JP3016239B2 publication Critical patent/JP3016239B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Road Paving Machines (AREA)
  • Crushing And Grinding (AREA)
  • Disintegrating Or Milling (AREA)

Abstract

PURPOSE:To improve the workability and the quality of coarse aggregate by heating concrete wastes to the specific temperature or above, or heating and cooling them, crushing them, and separating and recovering the coarse aggregate. CONSTITUTION:Concrete wastes are heated to 100 deg.C or above, preferably 150-500 deg.C, utilizing factory waste heat. They are quickly cooled as required, and the heating and quick cooling are repeated several times. They are crushed with a crusher. They are sifted, and the coarse aggregate and the coarse aggregate stuck with a small quantity of mortar are separated and extracted from mortar and reinforcing bars. The high-quality lump coarse aggregate stuck with little mortar can be easily recovered in a short time, crushing noises can be reduced, and the waste heat can be effectively utilized.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はコンクリート廃材の破砕
方法に係り、特に、ビルの解体及びコンクリート二次製
品の撤去等で発生したコンクリート廃材を破砕して有効
に再利用する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for crushing concrete waste material, and more particularly to a method for crushing concrete waste material generated by dismantling a building and removing secondary concrete products, and effectively reusing it.

【0002】[0002]

【従来の技術】一般に、コンクリートの耐久年数は30
〜40年とされている。従って、第二次世界大戦後急増
したコンクリート建造物については、1990年代以
降、大量の回収作業が予想されている。一方、環境問題
は今後増々重要視されつつあり、コンクリートに使用さ
れる骨材源として山砂及び川砂に依存することは困難に
なってきている。
2. Description of the Related Art Generally, concrete has a durable life of 30.
~ 40 years. Therefore, it is expected that a large amount of recovery work will be carried out on the concrete structures that have rapidly increased after the Second World War since the 1990s. On the other hand, environmental problems are becoming more and more important in the future, and it is becoming difficult to rely on mountain sand and river sand as an aggregate source used for concrete.

【0003】このようなことから、コンクリート廃材を
コンクリート用骨材として再利用することは、資源の有
効利用及び環境保全上極めて重要なこととされている。
従来、コンクリート廃材ないし硬化コンクリートを再生
骨材として利用する方法は、破砕したコンクリートを骨
材として使用する方法である。
From the above, it is considered extremely important to reuse the waste concrete material as an aggregate for concrete in terms of effective use of resources and environmental protection.
Conventionally, the method of utilizing waste concrete or hardened concrete as recycled aggregate is a method of using crushed concrete as aggregate.

【0004】ところで、このような再生骨材に要求され
る品質として、形状が丸く、付着モルタル量が少ないこ
とが挙げられる。また、再生骨材の製造時には、破砕に
よる騒音が少ないことが、環境面から必要とされる。
By the way, the quality required for such recycled aggregate is that the shape is round and the amount of adhered mortar is small. In addition, it is required from the environmental aspect that noise caused by crushing is small when the recycled aggregate is manufactured.

【0005】[0005]

【発明が解決しようとする課題】しかし、このような再
生骨材を使用すると、骨材の形状が扁平になるという欠
点がある。また、付着モルタル量が多いため、再生骨材
の給水率が大きくなり、コンクリートの単位水量が増す
などの問題もある。また、破砕する際に起こる騒音が新
たな環境問題を引き起こす危険性もある。
However, the use of such recycled aggregate has a drawback that the shape of the aggregate becomes flat. In addition, since the amount of attached mortar is large, there is a problem that the water supply rate of recycled aggregate increases and the unit water amount of concrete increases. There is also the risk that noise generated during crushing will cause new environmental problems.

【0006】即ち、単にコンクリート廃材を破砕した場
合、被破砕物の形状は扁平になり易い。これは、コンク
リート中の骨材とモルタル部分との分離が困難なためで
あり、このため、モルタルは骨材に付着したままとな
り、破砕時の騒音も激しく、破砕に要する時間も長い。
That is, when the concrete waste material is simply crushed, the shape of the crushed object tends to be flat. This is because it is difficult to separate the aggregate and the mortar part in the concrete. Therefore, the mortar remains attached to the aggregate, noise during crushing is great, and the time required for crushing is long.

【0007】本発明は上記従来の問題点を解決し、コン
クリート廃材の再利用のためにコンクリート廃材を破砕
するにあたり、破砕時の騒音及び破砕に要する時間を低
減し、付着モルタル量の少ない、しかも扁平形状ではな
く、塊状の破砕物とすることができるコンクリート廃材
の破砕方法を提供することを目的とする。
The present invention solves the above-mentioned conventional problems, reduces the noise during crushing and the time required for crushing the concrete waste material for reuse of the concrete waste material, and reduces the amount of mortar adhered, An object of the present invention is to provide a method for crushing a concrete waste material, which can be a crushed material in a lump rather than a flat shape.

【0008】[0008]

【課題を解決するための手段】請求項1のコンクリート
廃材の破砕方法は、コンクリート廃材を破砕して粗骨材
を分離する方法において、コンクリート廃材を100℃
以上に加熱した後破砕することを特徴とする。
A method for crushing a concrete waste material according to claim 1 is a method for crushing a concrete waste material to separate coarse aggregate into a concrete waste material at 100 ° C.
It is characterized in that it is crushed after being heated above.

【0009】請求項2のコンクリート廃材の破砕方法
は、請求項1の方法において、コンクリート廃材を加熱
した後、急冷し、その後破砕することを特徴とする。
A method of crushing a concrete waste material according to a second aspect is characterized in that, in the method of the first aspect, the concrete waste material is heated, rapidly cooled, and then crushed.

【0010】請求項3のコンクリート廃材の破砕方法
は、請求項2の方法において、加熱及び急冷を複数回繰
り返して行なった後、破砕することを特徴とする。
A method of crushing a concrete waste material according to a third aspect is characterized in that, in the method of the second aspect, heating and quenching are repeated a plurality of times and then the crushing is performed.

【0011】以下に本発明を詳細に説明する。The present invention will be described in detail below.

【0012】本発明の方法において、コンクリート廃材
の加熱のための熱源としては、各種工場から発生する低
温廃熱を利用するのが有利である。この低温廃熱は、総
発生量は多いものの、従来その利用方法として湿潤物の
乾燥等が主なものとされ、有効利用が困難な熱源とされ
ていた。本発明では、従来、有効利用が困難とされてい
た、このような低温廃熱を利用してコンクリート廃材を
効率的に加熱することが可能である。
In the method of the present invention, it is advantageous to use low temperature waste heat generated from various factories as a heat source for heating the concrete waste material. Although this low-temperature waste heat has a large total amount of generation, it has hitherto been mainly used as a method of utilizing it for drying a wet material, and has been regarded as a heat source that is difficult to effectively use. In the present invention, it is possible to efficiently heat concrete waste material by utilizing such low temperature waste heat, which has been conventionally difficult to effectively use.

【0013】このコンクリート廃材の加熱にあたり、加
熱温度が、100℃未満であると、本発明による十分な
改善効果が得られない。加熱温度は過度に高過ぎても作
業性を損ない、処理コストの高騰をひき起こす。このた
め、加熱温度は100℃以上、好ましくは150〜50
0℃とする。また、加熱時間は所定温度に達してから3
0分以上が適当である。
When heating this concrete waste material, if the heating temperature is less than 100 ° C., the sufficient improvement effect according to the present invention cannot be obtained. Even if the heating temperature is excessively high, the workability is impaired and the processing cost rises. Therefore, the heating temperature is 100 ° C. or higher, preferably 150 to 50.
Set to 0 ° C. Moreover, the heating time is 3 after the temperature reaches the predetermined temperature.
0 minutes or more is suitable.

【0014】コンクリート廃材の加熱後、急冷を行なう
場合には、水等を用いて冷却を行なえば良い。この場
合、急冷時の冷却速度は5℃/分以上とするのが好まし
い。
When the waste concrete is rapidly cooled after being heated, water or the like may be used for cooling. In this case, the cooling rate during the rapid cooling is preferably 5 ° C./minute or more.

【0015】本発明においては、加熱及び急冷を2回以
上、好ましくは5〜10回繰り返して行なうことによ
り、より一層優れた効果を得ることができる。
In the present invention, even more excellent effects can be obtained by repeating heating and quenching twice or more, preferably 5 to 10 times.

【0016】なお、加熱後又は加熱、急冷後の破砕は、
クラッシャー等を用いて常法に従って行なうことができ
る。しかして、破砕後は、師分けすることにより、容易
に粗骨材及び表面に少量のモルタルが付着している粗骨
材を、モルタル部分及び鉄筋類から分離して取り出すこ
とができる。
Crushing after heating or after heating and quenching is
It can be performed according to a conventional method using a crusher or the like. After the crushing, the coarse aggregate and the coarse aggregate having a small amount of mortar adhered to the surface can be easily separated and taken out from the mortar portion and the reinforcing bars by dividing them into separate pieces.

【0017】得られた粗骨材は、コンクリート廃材の原
料粗骨材が破砕されずに回収されたものであるので、そ
の形状も割裂されて扁平形状となることはなく、塊状の
良好な形状であり、しかも、付着モルタル量が著しく少
ないため、有効に再利用することができる。
Since the obtained coarse aggregate is the raw aggregate of the concrete waste material recovered without being crushed, its shape does not split into a flat shape and has a good lump shape. Moreover, since the amount of adhered mortar is extremely small, it can be effectively reused.

【0018】なお、本発明においてコンクリート廃材と
は、必ずしも鉄筋類を含有するものではなく、本発明
は、鉄筋類が配設されていない硬化コンクリートの廃材
にも有効に適用することができ、付着モルタル量の著し
く少ない、良好な再生粗骨材を回収することができる。
In the present invention, the concrete waste material does not always contain rebars, and the present invention can be effectively applied to the waste material of hardened concrete in which no rebars are arranged, and the adhered It is possible to recover good recycled coarse aggregate having a significantly small amount of mortar.

【0019】[0019]

【作用】一端加熱したコンクリート廃材及び一端加熱し
た後水等で急冷したコンクリート廃材、更にはこの加熱
と急冷を繰り返したコンクリート廃材は、その内部に歪
をきたし、容易に破砕することができる。これは、 加熱によりコンクリート廃材中の水分の気化、セメン
ト水和物中からの脱水が生じること。 水の気化及び脱水時の水の体積変化や、コンクリート
を結合させているセメント水和物の分解によりコンクリ
ートの強度が低下すること。 モルタル部分と粗骨材部分とでは温度変化による体積
変化率が異なるため、温度変化によりコンクリート中に
歪が生じること。
The concrete waste material that has been heated once and the concrete waste material that has been heated once and then rapidly cooled with water or the like, and the concrete waste material that has been repeatedly heated and rapidly cooled will be distorted and can be easily crushed. This is because heating causes vaporization of water in waste concrete and dehydration of cement hydrate. Decrease in concrete strength due to volume change of water during vaporization and dehydration of water and decomposition of cement hydrate binding concrete. Since the mortar part and the coarse aggregate part have different volume change rates due to temperature changes, distortion may occur in concrete due to temperature changes.

【0020】などの作用による。これにより、コンクリ
ートを容易に破砕することができるようになり、そのた
め、騒音を抑え、短時間で容易に破砕することが可能と
なる。
By the action of the above. As a result, the concrete can be easily crushed, so that noise can be suppressed and the concrete can be crushed easily in a short time.

【0021】また、このコンクリート廃材中の歪は、粗
骨材とモルタル部分との境界部分に多く発生するため、
破砕後は、粗骨材及び表面にごく少量のモルタルが残っ
ている粗骨材を師分けにより容易に取り出すことができ
る。この再生粗骨材は、元々の粗骨材が破砕されずに回
収されているため、その形状も割裂されて扁平になるこ
とは無い。
Further, since a large amount of strain in this concrete waste material occurs at the boundary between the coarse aggregate and the mortar,
After the crushing, the coarse aggregate and the coarse aggregate having a very small amount of mortar on the surface can be easily taken out by dividing it. Since this recycled coarse aggregate is collected without crushing the original coarse aggregate, the shape of the recycled coarse aggregate is not split and flat.

【0022】[0022]

【実施例】以下に実施例及び比較例を挙げて、本発明を
より具体的に説明する。
EXAMPLES The present invention will be described more specifically with reference to Examples and Comparative Examples.

【0023】実施例1〜3,比較例1 表1に示す配合のコンクリートの供試体を調製し、一部
をコンクリート強度試験に使用し、残りを破砕処理に供
した。各材令のコンクリート強度を表1に示す。
Examples 1 to 3 and Comparative Example 1 Concrete specimens having the compositions shown in Table 1 were prepared, a part of them was used for concrete strength test, and the rest was subjected to crushing treatment. Table 1 shows the concrete strength of each material.

【0024】材令3年の供試体について以下の処理を行
った。 実施例1:コンクリートを100℃で30分間加熱した
後破砕した。
The following treatment was performed on the specimen of 3 years old. Example 1: Concrete was heated at 100 ° C. for 30 minutes and then crushed.

【0025】実施例2:コンクリートを100℃で30
分間加熱した後、10分で25℃まで急冷し、その後破
砕した。 実施例3:コンクリートを100℃で30分間加熱した
後、10分で25℃まで急冷する操作を3回繰り返した
後破砕した。 比較例1:コンクリートを加熱することなくそのまま破
砕した。なお、破砕は、ジョークラッシャーを使用し、
最小破砕間隔30mmに設定して行なった。
Example 2: Concrete at 100 ° C. for 30
After heating for 1 minute, the mixture was rapidly cooled to 25 ° C in 10 minutes and then crushed. Example 3: Concrete was heated at 100 ° C. for 30 minutes and then rapidly cooled to 25 ° C. in 10 minutes, which was repeated 3 times and then crushed. Comparative Example 1: Concrete was crushed as it was without heating. For crushing, use a jaw crusher,
The minimum crushing interval was set to 30 mm.

【0026】各コンクリート供試体の粉砕時間及び粉砕
時に発生した騒音を表2に示す。また、処理後得られた
破砕物から師で5mm以上の部分を粗骨材として取り出
して、塩酸処理により付着していたモルタル量を推定し
た。付着モルタル量(推定値)及び粗骨材形状を表2に
示す。
Table 2 shows the grinding time of each concrete specimen and the noise generated during the grinding. Further, from the crushed material obtained after the treatment, a portion of 5 mm or more was taken out as coarse aggregate by a teacher, and the amount of mortar attached by the hydrochloric acid treatment was estimated. Table 2 shows the amount of mortar adhered (estimated value) and the shape of coarse aggregate.

【0027】表2より、本発明の方法によれば、粉砕時
間を短縮でき、また、騒音を低減でき、しかも、付着モ
ルタル量の少ない、良好な形状の再生骨材を得ることが
できることが明らかである。
From Table 2, it is clear that according to the method of the present invention, the crushing time can be shortened, the noise can be reduced, and the regenerated aggregate having a good shape and having a small amount of adhered mortar can be obtained. Is.

【0028】[0028]

【表1】 [Table 1]

【0029】[0029]

【表2】 [Table 2]

【0030】[0030]

【発明の効果】以上詳述した通り、本発明のコンクリー
ト廃材の破砕方法によれば、短時間で容易にしかも騒音
を抑えて、コンクリート廃材から、付着モルタル量が著
しく少なく、形状も粗骨材本来の形状を有する、有効再
利用可能な粗骨材を効率的に回収することが可能とされ
る。しかも、粗骨材回収による天然資源の節約のみなら
ず、有効利用が困難とされていた各種工場の低温廃熱の
有効利用も可能となり、天然資源及びエネルギーの有効
利用を同時に行うことが可能となった。
As described in detail above, according to the method for crushing a concrete waste material of the present invention, noise can be easily suppressed in a short time, the amount of mortar adhered from the concrete waste material is remarkably small, and the shape is coarse aggregate. It is possible to efficiently recover the reusable coarse aggregate having the original shape. Moreover, not only can natural resources be saved by recovering coarse aggregate, but low-temperature waste heat from various factories, which was considered difficult to use effectively, can also be used effectively, enabling effective use of natural resources and energy at the same time. became.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート廃材を破砕して粗骨材を分
離する方法において、コンクリート廃材を100℃以上
に加熱した後破砕することを特徴とするコンクリート廃
材の破砕方法。
1. A method for crushing a concrete waste material, which comprises crushing a concrete waste material to separate coarse aggregate, wherein the concrete waste material is heated to 100 ° C. or higher and then crushed.
【請求項2】 コンクリート廃材を加熱した後、急冷
し、その後破砕することを特徴とする請求項1に記載の
コンクリート廃材の破砕方法。
2. The method for crushing concrete waste according to claim 1, wherein the concrete waste is heated, then rapidly cooled, and then crushed.
【請求項3】 加熱及び急冷を複数回繰り返して行なっ
た後、破砕することを特徴とする請求項2に記載のコン
クリート廃材の破砕方法。
3. The method for crushing concrete waste according to claim 2, wherein the crushing is performed after repeating heating and quenching a plurality of times and then crushing.
JP4066103A 1992-03-24 1992-03-24 Recovery method of coarse aggregate from concrete waste Expired - Lifetime JP3016239B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4066103A JP3016239B2 (en) 1992-03-24 1992-03-24 Recovery method of coarse aggregate from concrete waste

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4066103A JP3016239B2 (en) 1992-03-24 1992-03-24 Recovery method of coarse aggregate from concrete waste

Publications (2)

Publication Number Publication Date
JPH05272111A true JPH05272111A (en) 1993-10-19
JP3016239B2 JP3016239B2 (en) 2000-03-06

Family

ID=13306220

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4066103A Expired - Lifetime JP3016239B2 (en) 1992-03-24 1992-03-24 Recovery method of coarse aggregate from concrete waste

Country Status (1)

Country Link
JP (1) JP3016239B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100398214C (en) * 2006-06-01 2008-07-02 武汉理工大学 Waste concrete component separating method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59195962A (en) * 1983-04-18 1984-11-07 三菱電機株式会社 Apparatus for breaking metal contained concrete material
JPS61114754A (en) * 1984-11-09 1986-06-02 川崎製鉄株式会社 Reduction in crushing energy of iron ore
JPS644266A (en) * 1987-06-24 1989-01-09 Nippon Kokan Kk Separation of crust and mother rock

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59195962A (en) * 1983-04-18 1984-11-07 三菱電機株式会社 Apparatus for breaking metal contained concrete material
JPS61114754A (en) * 1984-11-09 1986-06-02 川崎製鉄株式会社 Reduction in crushing energy of iron ore
JPS644266A (en) * 1987-06-24 1989-01-09 Nippon Kokan Kk Separation of crust and mother rock

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100398214C (en) * 2006-06-01 2008-07-02 武汉理工大学 Waste concrete component separating method

Also Published As

Publication number Publication date
JP3016239B2 (en) 2000-03-06

Similar Documents

Publication Publication Date Title
JP3140665B2 (en) Method for producing recycled aggregate from cement / concrete mass
JP2012017227A (en) Waste concrete fine powder and method for recovering the same
CN113480217A (en) Concrete production process for preparing concrete by using construction waste
JP4371801B2 (en) Method for producing α-type hemihydrate gypsum from gypsum board waste and method for collecting base paper for gypsum board
Monish et al. Utilization of demolished waste as fine aggregate in Concrete
CN117139333A (en) Harmless treatment method for construction waste
JP5464887B2 (en) Manufacturing method of recycled fine aggregate
JPH05272111A (en) Method for crushing concrete waste
KR20120074355A (en) Method for leaching magnesium from ferronickel slag
JP2890187B2 (en) Manufacturing method of super high quality recycled aggregate
CN112356269B (en) Production process of concrete with quantitative function for preparing recycled aggregate concrete
JP2012215384A (en) Pretreatment method in performing evaluation test for regenerated aggregate and testing method for regenerated aggregate
CN111847949A (en) Classification method for waste concrete block treatment
JP2010247027A (en) How to treat gypsum board waste
Alyaseen et al. Reuse of improved recycled concrete aggregates (RCA) for sustainable and environmental-friendly construction materials
JP5253087B2 (en) How to treat gypsum board waste
KR20000058313A (en) Producing Method for the recycled aggregate using waste electric poles and recycled concrete product using by said aggregate
CN111299303A (en) A production process for preparing recycled aggregate from building construction residues
JP3602588B2 (en) Concrete waste treatment method
KR100714770B1 (en) Method for manufacturing recycled aggregate from waste concrete
JP3753507B2 (en) Manufacturing method of recycled fine aggregate
JPS5945958A (en) Production of regeneration aggregate
JP2010269948A (en) Lightweight aggregate and manufacturing method thereof
JPH11335149A (en) Production of regenerated aggregate
JP2001270769A (en) Roadbed material manufacturing method

Legal Events

Date Code Title Description
A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 19980120

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

Free format text: PAYMENT UNTIL: 20071224

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20081224

Year of fee payment: 9

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

Free format text: PAYMENT UNTIL: 20081224

Year of fee payment: 9

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

Free format text: PAYMENT UNTIL: 20091224

Year of fee payment: 10

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

Free format text: PAYMENT UNTIL: 20091224

Year of fee payment: 10

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

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

Free format text: PAYMENT UNTIL: 20101224

Year of fee payment: 11

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: 20101224

Year of fee payment: 11

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

Free format text: PAYMENT UNTIL: 20111224

Year of fee payment: 12

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

Free format text: PAYMENT UNTIL: 20111224

Year of fee payment: 12

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

Free format text: PAYMENT UNTIL: 20121224

Year of fee payment: 13

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121224

Year of fee payment: 13