JP2977994B2 - Reinforcement structure of concrete filled steel pipe member - Google Patents
Reinforcement structure of concrete filled steel pipe memberInfo
- Publication number
- JP2977994B2 JP2977994B2 JP4106562A JP10656292A JP2977994B2 JP 2977994 B2 JP2977994 B2 JP 2977994B2 JP 4106562 A JP4106562 A JP 4106562A JP 10656292 A JP10656292 A JP 10656292A JP 2977994 B2 JP2977994 B2 JP 2977994B2
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- concrete
- filled
- reinforcing
- filled steel
- 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 - Lifetime
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Description
【０００１】[0001]
【産業上の利用分野】本発明は主として建築及び土木構
造物に用いられるコンクリート充填鋼管部材の補強構造
に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing structure for a concrete-filled steel pipe member mainly used for construction and civil engineering structures.
【０００２】[0002]
【従来の技術】柱あるいは梁等にコンクリート充填鋼管
部材を用いた構造物に地震力等の水平力が作用した場
合、部材に作用する応力は長手方向について一様ではな
い。しかし、部材の必要性能、即ち部材断面は、最も応
力が高い部分が安全であるように設計され、その断面は
部材全長にわたって一定である場合が一般的である。2. Description of the Related Art When a horizontal force such as an earthquake force acts on a structure using a concrete-filled steel pipe member for a column or a beam, the stress acting on the member is not uniform in the longitudinal direction. However, the required performance of the member, i.e., the member cross section, is designed so that the portion with the highest stress is safe, and the cross section is generally constant over the entire length of the member.
【０００３】また、コンクリート充填鋼管部材からなる
橋脚において、鋼管の局部座屈等を防止し、高い軸方向
圧縮強度を発揮させるため、鋼管と充填コンクリートと
を非付着状態としたアンボンド型のコンクリート充填鋼
管構造等も開発されている（特公平３−５４７２６号公
報参照）。[0003] Further, in a bridge pier made of a concrete-filled steel pipe member, in order to prevent local buckling of the steel pipe and to exhibit high axial compressive strength, an unbonded concrete filling in which the steel pipe and the filled concrete are not adhered to each other. A steel pipe structure has also been developed (see Japanese Patent Publication No. 3-54726).
【０００４】また、一方で、作用する応力が高くなる柱
頭部及び柱脚部の肉厚を局部的に厚くした鋳造鋼管柱も
開発されている（実開昭６１−１２４５１２号公報参
照）。[0004] On the other hand, a cast steel pipe column has been developed in which the thickness of the column head and column base where the applied stress becomes high is locally increased (see Japanese Utility Model Application Laid-Open No. 61-124512).
【０００５】[0005]
【発明が解決しようとする課題】前述のように部材に作
用する応力は一様ではなく、例えば柱部材の場合には、
柱頭部及び柱脚部においてモーメントが最大になり、柱
頭部及び柱脚の破壊（特に鋼管の外側への局部座屈）で
柱の耐力が決まる。そのため、部材断面（鋼管の肉厚）
が材長にわたり一定である従来技術では、応力レベルの
低い柱の中間部には余剰耐力が残存し、極めて不経済な
設計となる。As described above, the stress acting on the member is not uniform. For example, in the case of a column member,
The moment is maximized at the capital and pedestal, and the strength of the column is determined by the fracture of the capital and pedestal (particularly local buckling to the outside of the steel pipe). Therefore, the section of the member (thickness of the steel pipe)
In the prior art in which the stress is constant over the length of the material, the excess yield strength remains in the middle of the column having a low stress level, resulting in an extremely uneconomical design.
【０００６】また、柱頭部及び柱脚部の肉厚を局部的に
厚くした鋳造鋼管は製造コストが高くつく上、補強範囲
及び補強の程度も鋳造鋼管の製造範囲に限定され、設計
の自由度は限られたものとなる。A cast steel pipe having locally thickened column heads and column bases is expensive to manufacture, and the range of reinforcement and the degree of reinforcement are limited to the range of manufacture of the cast steel pipe. Is limited.
【０００７】本発明は上述のような問題点の解決を図っ
たものである。The present invention has been made to solve the above problems.
【０００８】[0008]
【課題を解決するための手段】本発明の補強構造は、コ
ンクリート充填鋼管部材の鋼管の外側に、前記鋼管より
径の大きい補強鋼管を長手方向所要区間にわたって配置
し、前記鋼管外面と前記補強鋼管内面との間に硬化材を
充填することにより、前記コンクリート充填鋼管部材を
構成する鋼管及びコンクリートの外側への変形を、前記
補強鋼管及び硬化材により拘束したことを特徴とするも
のである。The reinforcing structure according to the present invention is such that a reinforcing steel pipe having a diameter larger than the steel pipe is disposed outside a steel pipe of the concrete-filled steel pipe member over a required section in the longitudinal direction, and the outer surface of the steel pipe and the reinforcing steel pipe are provided. By filling the hardening material between the inner surface and the concrete filled steel pipe member
Outward deformation of the steel pipe and concrete that constitutes
It is characterized by being restrained by a reinforcing steel pipe and a hardening material .
【０００９】補強鋼管は、コンクリート充填鋼管部材に
おける部材の応力が大きくなる部分等に配置され、断面
は円筒形に限らず多角形の筒形であってもよい。また、
硬化材としては、モルタル、コンクリート、セメントペ
ースト、あるいは合成樹脂等が用いられる。[0009] The reinforcing steel pipe is disposed in a portion of the concrete-filled steel pipe member where the stress of the member increases, and the cross section is not limited to a cylindrical shape but may be a polygonal cylindrical shape. Also,
As the hardening material, mortar, concrete, cement paste, synthetic resin or the like is used.
【００１０】[0010]
【作用】コンクリート充填鋼管部材の鋼管は、外側に配
置された補強鋼管及びその間に充填された硬化材によっ
て外側へ局部座屈することが制限されるので、鋼管の局
部座屈による急激な耐力及び変形能の低下を防ぐことが
できる。一方、鋼管内部の充填コンクリートは、補強鋼
管及び間の硬化材によって、径方向外側への変形が拘束
されるので、鋼管だけの場合と比較し、圧縮強度及び靱
性が改善される。これら、２つの効果により部材全体の
耐力及び靱性が飛躍的に向上する。The steel pipe of the concrete-filled steel pipe member is restricted from locally buckling outward due to the reinforcing steel pipe disposed outside and the hardening material filled therebetween, so that the rapid proof stress and deformation due to the local buckling of the steel pipe. It is possible to prevent a decrease in performance. On the other hand, in the filled concrete inside the steel pipe , the deformation to the radial outside is restricted by the reinforcing steel pipe and the hardening material therebetween, so that the compressive strength and the toughness are improved as compared with the case of only the steel pipe. These two effects dramatically improve the proof stress and toughness of the entire member.
【００１１】また、補強の範囲及び補強の程度は、部材
の種別や部材に作用する応力状態で様々に変化する。本
構造では、補強鋼管の長さ及び肉厚を変えることによ
り、柔軟に対応できるので、局部的に鋼管の肉厚を変え
た鋳造鋼管を用いる場合とは異なり、設計の自由度は極
めて高い。The range of the reinforcement and the degree of the reinforcement vary depending on the type of the member and the stress state acting on the member. In this structure, the length and thickness of the reinforcing steel pipe can be changed flexibly, so that the degree of freedom in design is extremely high, unlike the case of using a cast steel pipe in which the thickness of the steel pipe is locally changed.
【００１２】さらに、補強鋼管の製作及びモルタル等、
現場での硬化材の充填作業は極めて容易であり、製作及
び施工面でのコスト上昇はわずかである。Further, production of reinforced steel pipe and mortar, etc.
The on-site filling operation of the hardening material is extremely easy, and the cost increase in production and construction is small.
【００１３】[0013]
【実施例】次に、本発明の実施例を図面に従って説明す
る。Next, an embodiment of the present invention will be described with reference to the drawings.
【００１４】図１及び図２は本発明の実施例における水
平断面を示したもので、図１は部材断面が円形（円形鋼
管３ａの内部にコンクリート３ｃを充填）の場合、図２
は部材断面が角形（角形鋼管３ｂの内部にコンクリート
３ｃを充填）の場合である。これらコンクリート充填鋼
管部材３の外側に円形の補強鋼管１を配置し、円形鋼管
３ａまたは角形鋼管３ｂと補強鋼管１との間にモルタル
またはコンクリート等の硬化材２が充填されている。FIGS. 1 and 2 show a horizontal cross section in an embodiment of the present invention. FIG. 1 shows a case where a member cross section is circular (concrete 3c is filled in a circular steel pipe 3a).
Is a case where the section of the member is square (concrete 3c is filled in square steel pipe 3b). A circular reinforcing steel pipe 1 is disposed outside the concrete-filled steel pipe member 3, and a hardening material 2 such as mortar or concrete is filled between the circular steel pipe 3 a or the square steel pipe 3 b and the reinforcing steel pipe 1.
【００１５】補強鋼管１は必ずしも円形である必要はな
いが、本構造を実施する上では、円周方向の引張で内向
きの拘束力を与える円形鋼管が最も力学的に優れてい
る。Although the reinforcing steel pipe 1 does not necessarily have to be circular, a circular steel pipe which gives an inward restraining force by circumferential tension is most mechanically excellent in implementing the present structure.
【００１６】図３は本発明をコンクリート充填鋼管柱４
に適用した場合の鉛直断面を示したもので、Ｈ形断面梁
５が接合され、モーメントが最大となる柱頭部と柱脚部
の所定区間に補強鋼管１を取り付け（取り付け方法につ
いては後述する）、コンクリート充填鋼管柱４の外面
と、補強鋼管１の内面との間に硬化材２を充填してい
る。FIG. 3 shows a concrete filled steel pipe column 4 according to the present invention.
This shows a vertical cross section when applied to the above. The H-shaped beam 5 is joined, and the reinforcing steel pipe 1 is attached to a predetermined section between the column head and the column base where the moment is maximized (the attachment method will be described later). The hardening material 2 is filled between the outer surface of the concrete-filled steel pipe column 4 and the inner surface of the reinforcing steel pipe 1.
【００１７】図３の実施例は補強を施す部材が柱の場合
であるが、柱に限らず、コンクリート充填鋼管構造とし
た梁部材、ラチス及びトラス部材の弦材及び斜材、
アーチ部材、ブレース部材等についても本発明を適
用することができる。The embodiment shown in FIG. 3 is a case where the member to be reinforced is a column. However, the present invention is not limited to the column.
The present invention can be applied to an arch member, a brace member, and the like.
【００１８】また、本実施例では補強範囲が部材長手方
向の一部であるが、必要に応じ部材全長にわたって補強
を施してもよい。さらに、補強部の断面も部材の応力状
態等に応じて、長手方向に変化させることができる。In this embodiment, the reinforcing range is a part of the longitudinal direction of the member, but the reinforcing member may be reinforced over the entire length of the member if necessary. Further, the cross section of the reinforcing portion can be changed in the longitudinal direction according to the stress state of the member and the like.
【００１９】本発明の補強構造の施工方法としては、代
表的なものとして、補強鋼管の設置方法に応じ、次の２
つの方法が考えられる。As a method of constructing the reinforcing structure of the present invention, the following two methods are typically used according to the method of installing the reinforcing steel pipe.
There are two ways.
【００２０】 鉄骨加工時または現場で、補強鋼管１
の中にコンクリート充填鋼管部材を構成する鋼管を挿入
し、鉄骨建方が終了した後に硬化材２を充填する。At the time of steel frame processing or on site, the reinforcing steel pipe 1
The steel pipe constituting the concrete-filled steel pipe member is inserted into the steel pipe, and the hardening material 2 is filled after the steel frame construction is completed.
【００２１】 ２つに分割された補強鋼管を、既に構
築されたコンクリート充填鋼管部材の外側に配置し、２
つを溶接あるいはボルト接合等で接合することで補強鋼
管１を形成し、硬化材を充填する。The reinforced steel pipe divided into two parts is arranged outside the concrete-filled steel pipe member already constructed, and
The reinforcing steel pipe 1 is formed by joining the two by welding or bolt joining, and the hardening material is filled.
【００２２】構造物の設計段階で本発明の適用が決定し
ている場合には、上記、の何れの方法も可能である
が、被災した部材の補修に本発明を適用する際には、通
常の方法が採られることになる。When the application of the present invention is determined at the stage of designing a structure, any of the above methods can be used. However, when the present invention is applied to repair of a member damaged, Method will be adopted.
【００２３】[0023]
【発明の効果】本発明の補強構造をコンクリート充填鋼
管部材に用いれば、部材の応力が大きくなる部分を補強
することにより、経済的、合理的な部材を設計すること
ができる。When the reinforcing structure of the present invention is used for a concrete-filled steel pipe member, an economical and rational member can be designed by reinforcing a portion where the stress of the member becomes large.
【００２４】また、コンクリート充填鋼管部材の応力が
大きい部分について、鋼管及び内部の充填コンクリート
が外側から拘束されることで、鋼管の外側への局部座屈
が防止され、また拘束によりコンクリートが高い圧縮強
度、靱性を発揮し、部材全体として力学的性能を飛躍的
に向上させることができる。[0024] Further, in the portion where the stress of the concrete-filled steel pipe member is large, the steel pipe and the inside of the filled concrete are restrained from the outside, so that local buckling to the outside of the steel pipe is prevented. It exhibits strength and toughness, and can dramatically improve the mechanical performance of the entire member.
【００２５】また、地震、火災等の被害を受けたコンク
リート充填鋼管部材についても、本構造を適用すること
により、容易に補修することができ、設計時の部材断面
性能に復帰させることができる。さらに、本発明の補強
構造は、柱等のコンクリート充填鋼管部材を構築する際
に適用する場合、既に構築されたコンクリート充填鋼管
部材に適用する場合の何れの場合も、コンクリート充填
鋼管部材を構成する鋼管の外側に施される補強であるた
め、施工が非常に簡単となる。 Also, the concrete-filled steel pipe member damaged by an earthquake, fire, or the like can be easily repaired by applying the present structure, and the member cross-sectional performance at the time of design can be restored. Furthermore, the reinforcement of the present invention
The structure is used when constructing concrete-filled steel pipe members such as columns.
When applied to the already built concrete filled steel pipe
When applied to components, concrete filling
The reinforcement is applied to the outside of the steel pipe that constitutes the steel pipe member.
Therefore, construction becomes very simple.
【図１】本発明の一実施例を示す鉛直断面図である。FIG. 1 is a vertical sectional view showing one embodiment of the present invention.
【図２】本発明の一実施例における水平断面図である。FIG. 2 is a horizontal sectional view in one embodiment of the present invention.
【図３】本発明の他の実施例における水平断面図であ
る。FIG. 3 is a horizontal sectional view of another embodiment of the present invention.
１…補強鋼管、２…モルタル、３…コンクリート充填鋼
管部材、３ａ…円形鋼管、３ｂ…角形鋼管、３ｃ…充填
コンクリート、４…コンクリート充填鋼管柱、５…Ｈ形
断面梁DESCRIPTION OF SYMBOLS 1 ... Reinforced steel pipe, 2 ... Mortar, 3 ... Concrete filled steel pipe member, 3a ... Circular steel pipe, 3b ... Square steel pipe, 3c ... Filled concrete, 4 ... Concrete filled steel pipe column, 5 ... H-section beam
───────────────────────────────────────────────────── フロントページの続き (72)発明者 大竹 章夫 東京都千代田区大手町一丁目１番３号 住友金属工業株式会社内 (72)発明者 松谷 輝雄 東京都千代田区神田駿河台２丁目３番11 号 株式会社鴻池組内 (72)発明者 中島 將好 東京都千代田区神田駿河台２丁目３番11 号 株式会社鴻池組内 (72)発明者 上田 弘樹 東京都千代田区神田駿河台２丁目３番11 号 株式会社鴻池組内 (72)発明者 富井 政英 東京都渋谷区代官山町20−14 代官山東 急アパートアネックス403 (56)参考文献 実開 平２−93421（ＪＰ，Ｕ) 実開 昭63−21301（ＪＰ，Ｕ) (58)調査した分野(Int.Cl.6，ＤＢ名) E04C 3/30 E04B 1/30 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Akio Otake 1-3-1 Otemachi, Chiyoda-ku, Tokyo Sumitomo Metal Industries, Ltd. (72) Inventor Teruo Matsutani 2-3-1, Kanda Surugadai, Chiyoda-ku, Tokyo No. Konoike Gumi Co., Ltd. (72) Inventor Masayoshi Nakajima 2-3-11 Kanda Surugadai, Chiyoda-ku, Tokyo No.2 Konoike Gumi Co., Ltd. (72) Inventor Hiroki Ueda 2-3-11 Kanda Surugadai, Chiyoda-ku, Tokyo Co., Ltd. Konoike Gumi (72) Inventor Masahide Tomii 20-14 Daikanyamacho, Shibuya-ku, Tokyo Daikanyama Higashikyu Apartment Annex 403 (56) References Japanese Utility Model Application No. 2-93421 (JP, U) Japanese Utility Model Application No. Sho 63-21301 (JP, U) (58) Fields surveyed (Int.Cl. 6 , DB name) E04C 3/30 E04B 1/30
Claims (1)
に、前記鋼管より径の大きい補強鋼管を長手方向所要区
間にわたって配置し、前記鋼管外面と前記補強鋼管内面
との間に硬化材を充填することにより、前記コンクリー
ト充填鋼管部材を構成する鋼管及びコンクリートの外側
への変形を、前記補強鋼管及び硬化材により拘束したこ
とを特徴とするコンクリート充填鋼管部材の補強構造。The outer steel pipe 1. A concrete filled steel tube member, to a large reinforcement steel pipe diameter than the steel pipe disposed along the longitudinal direction required interval, to fill the hardening material between the steel pipe outer surface and the reinforcing steel pipe inner surface By the concrete
Outside of steel pipe and concrete that make up the steel tube member
A structure for reinforcing a concrete-filled steel pipe member, characterized in that deformation of the steel pipe is restricted by the reinforcing steel pipe and a hardening material .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4106562A JP2977994B2 (en) | 1992-04-24 | 1992-04-24 | Reinforcement structure of concrete filled steel pipe member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4106562A JP2977994B2 (en) | 1992-04-24 | 1992-04-24 | Reinforcement structure of concrete filled steel pipe member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06167073A JPH06167073A (en) | 1994-06-14 |
| JP2977994B2 true JP2977994B2 (en) | 1999-11-15 |
Family
ID=14436745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4106562A Expired - Lifetime JP2977994B2 (en) | 1992-04-24 | 1992-04-24 | Reinforcement structure of concrete filled steel pipe member |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2977994B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5655738B2 (en) * | 2010-12-06 | 2015-01-21 | 新日鐵住金株式会社 | Reinforced structure of square steel pipe column |
| JP5762155B2 (en) * | 2011-06-08 | 2015-08-12 | 株式会社竹中工務店 | Concrete filled steel pipe column |
| JP5903792B2 (en) * | 2011-07-25 | 2016-04-13 | 株式会社プロテックエンジニアリング | Load bearing material |
| KR101579269B1 (en) * | 2014-09-02 | 2015-12-21 | 서정표 | Attachable Reinforcing Member and Reinforcing Structure Using the Same |
| CN107514096A (en) * | 2017-09-21 | 2017-12-26 | 华侨大学 | A kind of steel epoxy resin mortar multiple tube concrete combination column |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0450723Y2 (en) * | 1986-07-25 | 1992-11-30 | ||
| JPH0723455Y2 (en) * | 1989-01-13 | 1995-05-31 | 大成建設株式会社 | Steel pipe concrete pillar |
-
1992
- 1992-04-24 JP JP4106562A patent/JP2977994B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06167073A (en) | 1994-06-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7188452B2 (en) | Sleeved bracing useful in the construction of earthquake resistant structures | |
| US20080196341A1 (en) | Modular Column System Using Internally Confined Hollow Column Unit and Method of Constructing the Same | |
| JP2001262774A (en) | Steel concrete composite structural member | |
| JP2977994B2 (en) | Reinforcement structure of concrete filled steel pipe member | |
| JP4651509B2 (en) | Columnar structure | |
| JP2005200928A (en) | Reinforcing structure of columnar construction | |
| JP2000226939A (en) | Earthquake resistance repair method for existing building | |
| KR102017822B1 (en) | Earthquake-registant column and beam constructing method using concrete filled tube and pre-assembled rebar cage | |
| JP2022154690A (en) | Connection structure | |
| JPH0776953A (en) | Damping structure | |
| JP3215633U (en) | Brace mounting structure | |
| JP2520304B2 (en) | Prestressed steel beam | |
| JP2005083136A (en) | Composite structure support | |
| JP3317057B2 (en) | Construction method of earthquake-resistant tube frame and frame structure of high-rise office building | |
| JP2021021287A (en) | Load bearing material | |
| JP3002740B2 (en) | Seismic reinforcement structure of columnar structure | |
| JP2878382B2 (en) | Frame structure of structure consisting of PC steel column and PC steel beam or PS steel beam | |
| JP6461457B2 (en) | Pile and pile construction method | |
| JPH0813848A (en) | Structure of boundary column base for multistory shear wall | |
| JP3622100B2 (en) | How to reinforce existing beams | |
| JPH08239807A (en) | Composite column base structure | |
| JP3159799B2 (en) | Frame construction method of prestressed steel tube concrete structure | |
| JP2712023B2 (en) | Structure of beam-to-column joints of steel tubular concrete columns with X-shaped reinforcement | |
| JPS632509Y2 (en) | ||
| JPH06306946A (en) | Concrete-filled circular-sectional steel pipe structure and execution method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080910 Year of fee payment: 9 |
|
| 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: 20080910 Year of fee payment: 9 |
|
| 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: 20080910 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090910 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090910 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100910 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100910 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110910 Year of fee payment: 12 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120910 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: 20120910 Year of fee payment: 13 |