JP2003213792A - Connecting implement of column and corner of beam - Google Patents
Connecting implement of column and corner of beamInfo
- Publication number
- JP2003213792A JP2003213792A JP2002042119A JP2002042119A JP2003213792A JP 2003213792 A JP2003213792 A JP 2003213792A JP 2002042119 A JP2002042119 A JP 2002042119A JP 2002042119 A JP2002042119 A JP 2002042119A JP 2003213792 A JP2003213792 A JP 2003213792A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- corner
- column
- side face
- face plate
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【発明の詳細な説明】
【0001】
【発明の属する技術分野】本発明は、カーポート等の簡
易組立式の構造物に用いる柱と梁のコーナー連結具に関
するものである。
【0002】
【従来の技術】カーポートは、中空のアルミ形材で形成
した柱や梁といった構造材を、金具を用いて連結して組
み立ててある。屋根を支える梁は、通常は柱に片持ちで
支持されており、柱と梁の連結部には大きな力が加わる
ため、とりわけ強固に連結しなくてはならない。通常こ
の部分には略L字形となったコーナー連結具が使用さ
れ、その連結具の各腕部が柱と梁の端部に各々差し込ま
れ、ボルトにより柱と梁が連結具に固定されている。
【0003】従来のコーナー連結具は、特開平10−6
1015号公報に記載されているように、柱と梁に各々
差し込まれる筒状ないし断面U状の二つの部材を交差す
るように突き合わせて溶接することにより形成されてい
た。
【0004】
【発明が解決しようとする課題】そのような構造である
と、連結具の強度を上げるためには両部材の肉厚を全体
的に厚くしなければならず、重量が重くなるばかりで効
率良く強度アップが図れなかった。
【0005】本発明は以上に述べたような実情に鑑み、
材料を無駄にしないで効率良く強度を高めた柱と梁のコ
ーナー連結具を提供することを目的とする。
【0006】
【課題を解決するための手段】上記の課題を達成するた
めに本発明の柱と梁のコーナー連結具は、一枚板を折り
曲げて柱連結部とコーナー部と梁連結部を一体に形成し
た背板と、一枚板を折り曲げて柱連結部とコーナー部と
梁連結部を一体に形成した腹板と、柱側右側面板とコー
ナー部右側面板と梁側右側面板を溶接連結して形成した
右側面板と、柱側左側面板とコーナー部左側面板と梁側
左側面板を溶接連結して形成した左側面板と、補強部材
とを備え、背板と腹板と右側面板と左側面板は夫々の端
部を溶接連結することにより中空部を形成しており、コ
ーナー部右側面板は柱側右側面板と梁側右側面板よりも
厚肉であり、コーナー部左側面板は柱側左側面板と梁側
左側面板よりも厚肉であり、補強部材は背板側端部を背
板コーナー部に、腹板側端部を腹板コーナー部に各々溶
接連結して中空部内に設けてあることを特徴とする。
【0007】連結具には、もっぱら梁側に下向きの荷重
がかかるわけで、この荷重による連結具の変形を抑える
には、背板と腹板の肉厚を厚くすることが有効である。
連結具を上記のような構造とすれば、背板と腹板を集中
的に厚肉にできることから、材料の無駄及び重量の増加
を抑えつつ、効率良く強度アップを図ることができる。
さらに左側面板と右側面板は、応力の集中するコーナー
部の肉厚のみを厚くすることで、補強部材の作用とも相
まって、連結具の変形を確実に防止できる。
【0008】
【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図4はカーポートの正面図を示
し、図5は屋根の一部を切除して示すカーポートの側面
図である。このカーポートは、基礎コンクリート12に
根元を埋め込んで立たせた2本の柱13,13の上端に
梁14,14が片持ちの状態で連結され、アルミ形材に
よる骨組15と樹脂パネル16によって構成したアーチ
形の屋根17が、梁14,14上に載置固定されてい
る。柱13と梁14には角パイプ状のアルミの押出し形
材を使用しており、柱と梁の連結は図1乃至図3に示す
ようなコーナー連結具18によってなされている。
【0009】コーナー連結具18は、図2に示すように
L字形に曲った角パイプ状となっており、柱13上端の
中空部に挿入する柱への挿入部5と、梁14の基端側の
中空部に挿入する梁への挿入部6と、柱と梁を繋ぐコー
ナー部7が一体的に形成されており、内部は中空部25
となっている。このコーナー連結具18は、柱への挿入
部5と梁への挿入部6を柱13と梁14に各々挿入した
後、ボルト19によって固定することにより、柱13と
梁14を強固に連結するものである。コーナー部7は、
二つ割りのコーナー部キャップ20により被われる。
【0010】このコーナー連結具18は、図1に示すよ
うに、外側面をなす背板1と、内側面をなす腹板2と、
右側面をなす右側面板3と、左側面をなす左側面板4と
から、溶接によって組み立てられている。
【0011】背板1は、細長い形状の一枚板の鋼板を長
さ方向の中間で折り曲げ、柱連結部1aとコーナー部1
bと梁連結部1cを一体に形成してある。同じように腹
板2も、柱連結部2aとコーナー部2bと梁連結部2c
を一体に形成してある。側縁部には、左右の側面板3,
4の周囲に設けた突起21が嵌合する切り欠き22を有
する。背板1及び腹板2の板厚は、3.2mmとしてあ
る。背板1及び腹板2は、表面に長手方向に沿って帯鋼
23を溶接して補強されている。帯鋼23を溶接した
後、背板1と腹板2の柱連結部1a,2a及び梁連結部
1c,2cにはボルト19用のネジ穴(図示省略)が空
けられる。
【0012】右側面板3は、柱側右側面板3aとコーナ
ー部右側面板3bと梁側右側面板3cを、溶接により連
結して形成されている。同じように左側面板4は、柱側
左側面板4aとコーナー部左側面板4bと梁側左側面板
4cを、溶接により連結して形成されている。柱側右側
面板3a、柱側左側面板4a、梁側右側面板3c、梁側
左側面板4cには板厚2.6mmの鋼板を用い、コーナ
ー部右側面板3bとコーナー部左側面板4bには板厚
4.5mmの鋼板を使用している。コーナー部には応力
が集中するので、このように左右の側面板のコーナー部
の板厚を厚くして座屈を防止すれば、本連結具の変形を
効果的に防止できる。また左右の側面板3,4の、背板
1及び腹板2に接合される周縁部には、適当な間隔を置
いて突起21を設けてある。この突起21を背板及び腹
板の切り欠き22に嵌合させることで、本連結具の組み
立てが容易となり、また、精度の良い組み立てが可能と
なる。
【0013】さらに、図3に示すように連結具のコーナ
ー部7内には、補強部材11を設けてある。補強部材1
1は、背板側端部が背板コーナー部1bに溶接され、腹
板側端部が腹板コーナー部2bに溶接されている。補強
部材11の両側縁部には、全長にわたって補強リブ24
が設けてあり、補強部材11の座屈を防止している。こ
の補強部材によれば、応力が集中する連結具のコーナー
部7の変形を確実に防止できる。
【0014】
【発明の効果】以上に説明した通り、本発明による柱と
梁のコーナー連結具は、背板と腹板と左右の側面板を溶
接によって組み立てた構造としたので、強度を上げるた
めに必要な部分の肉厚を集中的に厚くして、材料の無駄
と重量の増加を抑えながら、効率良く強度アップを図る
ことができる。さらに、左右の側面板のコーナー部の肉
厚を厚くするとともに、中空のコーナー部内に補強部材
を設けたことで、連結具の変形を確実に防止できる。Description: BACKGROUND OF THE INVENTION [0001] 1. Field of the Invention [0002] The present invention relates to a column and beam corner connector used for a simple assembly type structure such as a carport. 2. Description of the Related Art Carports are assembled by connecting structural members such as columns and beams formed of hollow aluminum members by using metal fittings. The beams that support the roof are usually supported in a cantilever manner on the columns, and the column and beam connections are subject to significant forces and must be particularly rigidly connected. Usually, a substantially L-shaped corner connector is used for this part, and each arm of the connector is inserted into the end of the column and the beam, respectively, and the column and the beam are fixed to the connector by bolts. . A conventional corner connector is disclosed in Japanese Unexamined Patent Publication No. 10-6 / 1998.
As described in Japanese Patent Application Laid-Open No. 1015, it is formed by welding two cylindrical or U-shaped members which are inserted into a column and a beam so as to cross each other. [0004] In such a structure, in order to increase the strength of the connecting member, the thickness of both members must be increased as a whole, and the weight becomes heavy. And the strength could not be efficiently increased. [0005] The present invention has been made in view of the circumstances described above,
It is an object of the present invention to provide a column and beam corner connector that efficiently increases strength without wasting material. SUMMARY OF THE INVENTION In order to achieve the above object, a pillar and beam corner connecting tool of the present invention is formed by bending a single plate to integrate a pillar connecting portion, a corner portion and a beam connecting portion. The back plate formed in the above, an abdominal plate in which a single plate is bent to form a column connection part, a corner part and a beam connection part integrally, and a column side right side plate, a corner part right side plate and a beam side right side plate are welded and connected. A left side plate formed by welding and connecting a right side plate formed by welding, a column side left side plate, a corner portion left side plate and a beam side left side plate, and a reinforcing member, and a back plate, a belly plate, a right side plate, and a left side plate are respectively provided. The right end of the corner is thicker than the right side of the column and the right side of the beam, and the left side of the corner is the left side of the column and the side of the beam. It is thicker than the left side plate, and the reinforcing member is The belly plate side end portion is welded to the corner portion of the belly plate, and is provided in the hollow portion. A downward load is mainly applied to the connecting member on the beam side. To suppress the deformation of the connecting member due to this load, it is effective to increase the thickness of the back plate and the abdominal plate.
If the connecting member has the above-described structure, the back plate and the abdominal plate can be made thicker intensively, so that strength can be efficiently increased while suppressing waste of material and increase in weight.
Further, the left side plate and the right side plate can be surely prevented from deforming the coupling tool by increasing the thickness of only the corner portion where the stress is concentrated, in combination with the action of the reinforcing member. Embodiments of the present invention will be described below with reference to the drawings. FIG. 4 is a front view of the carport, and FIG. 5 is a side view of the carport with a part of the roof cut away. This carport is composed of a frame 15 made of aluminum and a resin panel 16 in which beams 14 and 14 are connected in a cantilever manner to the upper ends of two pillars 13 and 13 having their bases buried and erected in a foundation concrete 12. An arched roof 17 is mounted and fixed on the beams 14, 14. The pillars 13 and the beams 14 are made of extruded rectangular aluminum pipes, and the connection between the columns and the beams is made by a corner connector 18 as shown in FIGS. As shown in FIG. 2, the corner connecting member 18 is formed in the shape of a square pipe bent into an L-shape, and has an insertion portion 5 to be inserted into a hollow portion at the upper end of the column 13 and a base end of the beam 14. An insertion part 6 for a beam to be inserted into the hollow part on the side and a corner part 7 connecting the column and the beam are integrally formed, and the inside is a hollow part 25.
It has become. The corner connecting device 18 firmly connects the column 13 and the beam 14 by inserting the insertion portion 5 into the column and the insertion portion 6 into the beam into the column 13 and the beam 14 and then fixing them with bolts 19. Things. Corner 7
It is covered by a split corner cap 20. As shown in FIG. 1, the corner connector 18 includes a back plate 1 serving as an outer surface, an abdominal plate 2 serving as an inner surface,
The right side plate 3 forming the right side and the left side plate 4 forming the left side are assembled by welding. The back plate 1 is formed by bending an elongated single-piece steel plate in the middle of the longitudinal direction, and connecting the column connecting portion 1 a and the corner portion 1.
b and the beam connecting portion 1c are integrally formed. Similarly, the abdominal plate 2 has a column connecting portion 2a, a corner portion 2b, and a beam connecting portion 2c.
Are integrally formed. Left and right side plates 3,
4 has a notch 22 into which a protrusion 21 is fitted. The thickness of the back plate 1 and the abdominal plate 2 is 3.2 mm. The back plate 1 and the abdominal plate 2 are reinforced by welding a steel strip 23 to the surface along the longitudinal direction. After welding the steel strip 23, screw holes (not shown) for bolts 19 are made in the column connecting portions 1a, 2a and the beam connecting portions 1c, 2c of the back plate 1 and the belly plate 2. The right side plate 3 is formed by connecting a column side right side plate 3a, a corner portion right side plate 3b, and a beam side right side plate 3c by welding. Similarly, the left side plate 4 is formed by connecting the column side left side plate 4a, the corner portion left side plate 4b, and the beam side left side plate 4c by welding. A steel plate having a thickness of 2.6 mm is used for the column-side right side plate 3a, the column-side left side plate 4a, the beam-side right side plate 3c, and the beam-side left side plate 4c. A 4.5 mm steel plate is used. Since stress concentrates on the corners, deformation of the coupler can be effectively prevented by preventing the buckling by increasing the thickness of the corners of the left and right side plates as described above. Protrusions 21 are provided at appropriate intervals on the peripheral edges of the left and right side plates 3, 4 joined to the back plate 1 and the abdominal plate 2. By fitting the projections 21 to the notches 22 of the back plate and the abdominal plate, the assembly of the present connector becomes easy and the assembly with high accuracy becomes possible. Further, as shown in FIG. 3, a reinforcing member 11 is provided in the corner portion 7 of the connector. Reinforcing member 1
In No. 1, a backboard side end is welded to the backboard corner 1b, and an abdominal board side end is welded to the abdominal board corner 2b. On both side edges of the reinforcing member 11, reinforcing ribs 24 are provided over the entire length.
Are provided to prevent the buckling of the reinforcing member 11. According to this reinforcing member, it is possible to reliably prevent the corner 7 of the connecting tool from being stressed. As described above, the column and beam corner connecting device according to the present invention has a structure in which the back plate, the abdominal plate, and the left and right side plates are assembled by welding. By increasing the thickness of necessary portions intensively, it is possible to efficiently increase the strength while suppressing waste of material and increase in weight. Further, the thickness of the corners of the left and right side plates is increased, and the reinforcing member is provided in the hollow corners, so that the deformation of the connecting member can be reliably prevented.
【図面の簡単な説明】
【図1】本発明による柱と梁のコーナー連結具の分解斜
視図である。
【図2】本発明による柱と梁のコーナー連結具の斜視図
である。
【図3】本発明による柱と梁のコーナー連結具によっ
て、柱と梁を連結した状態を示す側面図である。
【図4】本発明による柱と梁のコーナー連結具を使用し
たカーポートの正面図である。
【図5】同じくカーポートの側面図である。
【符号の説明】
1 背板
1a 背板柱連結部
1b 背板コーナー部
1c 背板梁連結部
2 腹板
2a 腹板柱連結部
2b 腹板コーナー部
2c 腹板梁連結部
3 右側面板
3a 柱側右側面板
3b コーナー部右側面板
3c 梁側右側面板
4 左側面板
4a 柱側左側面板
4b コーナー部左側面板
4c 梁側左側面板
11 補強部材
13 柱
14 梁
25 中空部BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view of a column and beam corner connector according to the present invention. FIG. 2 is a perspective view of a column and beam corner connector according to the present invention. FIG. 3 is a side view showing a state in which the column and the beam are connected by the column and beam corner connecting device according to the present invention. FIG. 4 is a front view of a carport using a pillar and beam corner connector according to the present invention. FIG. 5 is a side view of the carport. DESCRIPTION OF SYMBOLS 1 Backboard 1a Backboard column connecting section 1b Backboard corner 1c Backboard beam connecting section 2 Abdominal board 2a Abdominal board column connecting section 2b Abdominal board corner section 2c Abdominal board beam connecting section 3 Right side panel 3a Column Side right side plate 3b Corner right side plate 3c Beam side right side plate 4 Left side plate 4a Column side left side plate 4b Corner left side plate 4c Beam side left side plate 11 Reinforcement member 13 Column 14 Beam 25 Hollow portion
Claims (1)
部と梁連結部を一体に形成した背板と、一枚板を折り曲
げて柱連結部とコーナー部と梁連結部を一体に形成した
腹板と、柱側右側面板とコーナー部右側面板と梁側右側
面板を溶接連結して形成した右側面板と、柱側左側面板
とコーナー部左側面板と梁側左側面板を溶接連結して形
成した左側面板と、補強部材とを備え、背板と腹板と右
側面板と左側面板は夫々の端部を溶接連結することによ
り中空部を形成しており、コーナー部右側面板は柱側右
側面板と梁側右側面板よりも厚肉であり、コーナー部左
側面板は柱側左側面板と梁側左側面板よりも厚肉であ
り、補強部材は背板側端部を背板コーナー部に、腹板側
端部を腹板コーナー部に各々溶接連結して中空部内に設
けてあることを特徴とする柱と梁のコーナー連結具。1. A back plate in which a single plate is bent to integrally form a column connecting portion, a corner portion, and a beam connecting portion, and a single plate is bent to form a column connecting portion, a corner portion, and a beam. An abdominal plate integrally formed with a connecting portion, a right side plate formed by welding and connecting a column side right side plate, a corner portion right side plate, and a beam side right side plate, a column side left side plate, a corner portion left side plate, and a beam side left side plate. A left side plate formed by welding and connecting the back plate, the abdominal plate, the right side plate and the left side plate by welding each end thereof to form a hollow portion, and a corner portion right side plate Is thicker than the column side right side plate and the beam side right side plate, the corner left side plate is thicker than the column side left side plate and the beam side left side plate, and the reinforcing member is a back plate corner at the back plate side end. And the abdominal plate side end is welded to the abdominal plate corner, respectively, and installed in the hollow part. Corner connector of columns and beams, characterized in that are.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002042119A JP3772758B2 (en) | 2001-11-19 | 2002-02-19 | Column and beam corner connectors |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001353169 | 2001-11-19 | ||
JP2001-353169 | 2001-11-19 | ||
JP2002042119A JP3772758B2 (en) | 2001-11-19 | 2002-02-19 | Column and beam corner connectors |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2003213792A true JP2003213792A (en) | 2003-07-30 |
JP3772758B2 JP3772758B2 (en) | 2006-05-10 |
Family
ID=27667339
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2002042119A Expired - Fee Related JP3772758B2 (en) | 2001-11-19 | 2002-02-19 | Column and beam corner connectors |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3772758B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014194146A (en) * | 2013-02-28 | 2014-10-09 | Sankyotateyama Inc | Simple building |
CN104176396A (en) * | 2014-04-08 | 2014-12-03 | 邵妮 | Corner fitting for container, container and container-type movable house |
-
2002
- 2002-02-19 JP JP2002042119A patent/JP3772758B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014194146A (en) * | 2013-02-28 | 2014-10-09 | Sankyotateyama Inc | Simple building |
CN104176396A (en) * | 2014-04-08 | 2014-12-03 | 邵妮 | Corner fitting for container, container and container-type movable house |
Also Published As
Publication number | Publication date |
---|---|
JP3772758B2 (en) | 2006-05-10 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR102012486B1 (en) | A earthquake proof reinforcement structure possible to install on pilotis construction variably and construction method using the same | |
US20040211140A1 (en) | Joint structure using a gusset plate, a building using the joint structure and a method of assembling or reinforcing a building | |
US20110225927A1 (en) | Steel-concrete composite beam and construction method using same | |
JPH07269022A (en) | Beam construction | |
JP6535704B2 (en) | Column-beam frame | |
JP5428363B2 (en) | Column beam connection structure, column beam connection method | |
KR20190057672A (en) | Steel beam, composite column, and joint structure of the same | |
JP2003213792A (en) | Connecting implement of column and corner of beam | |
JPH1136444A (en) | Unbonded brace | |
JP4085023B2 (en) | Connection structure of steel column or steel pipe column and beam reinforcement | |
KR200317311Y1 (en) | fixing structure of form for concrete | |
JP3906588B2 (en) | Joint structure of steel pipe column and flat slab | |
JPH1181454A (en) | Connecting structure for column and beam | |
JPH0617482A (en) | Permanent form made of steel plate for construction | |
JP2750042B2 (en) | Reinforcement structure of beam-column joint | |
JP2000192547A (en) | Joining method and joining structure for column member and horizontal member in steel frame structure | |
JP2751775B2 (en) | Beam main reinforcement arrangement | |
KR100583772B1 (en) | fixing structure of form for concrete | |
KR101886062B1 (en) | Cross section stiffnesses increasing method of structure using cross section stiffnesses | |
JP2002266456A (en) | Structure of steel sill using channel steel | |
JP2742029B2 (en) | Roof structure | |
JP2001207535A (en) | Hold-down fastener | |
JP2002242366A (en) | Concrete-filled steel tube column, the column, and column connecting structure | |
JPH09228660A (en) | Form device for reinforcing construction work of existing column structure | |
JPH09228659A (en) | Form device for reinforcing construction work of existing column structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20040524 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20060116 |
|
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: 20060124 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20060206 |
|
R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
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: 20090224 Year of fee payment: 3 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100224 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100224 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110224 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120224 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120224 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130224 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130224 Year of fee payment: 7 |
|
S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130224 Year of fee payment: 7 |
|
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: 20130224 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140224 Year of fee payment: 8 |
|
LAPS | Cancellation because of no payment of annual fees |