JP3448020B2 - Double bottom structure - Google Patents

Double bottom structure

Info

Publication number
JP3448020B2
JP3448020B2 JP2000286371A JP2000286371A JP3448020B2 JP 3448020 B2 JP3448020 B2 JP 3448020B2 JP 2000286371 A JP2000286371 A JP 2000286371A JP 2000286371 A JP2000286371 A JP 2000286371A JP 3448020 B2 JP3448020 B2 JP 3448020B2
Authority
JP
Japan
Prior art keywords
plate
inner bottom
bottom plate
rib
ribs
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 - Fee Related
Application number
JP2000286371A
Other languages
Japanese (ja)
Other versions
JP2002087374A (en
Inventor
修三 山本
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.)
Shin Kurushima Dockyard Co Ltd
Original Assignee
Shin Kurushima Dockyard 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 Shin Kurushima Dockyard Co Ltd filed Critical Shin Kurushima Dockyard Co Ltd
Priority to JP2000286371A priority Critical patent/JP3448020B2/en
Publication of JP2002087374A publication Critical patent/JP2002087374A/en
Application granted granted Critical
Publication of JP3448020B2 publication Critical patent/JP3448020B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】この発明は、船舶の貨物区域
において、横置隔壁の下部スツールを有する二重底構造
に関するものである。 【0002】 【従来の技術】従来、この種の発明は、図4、図5およ
び図6に示すように、二重底30は船底外板31と内底
板32で外殻が構成されており、内部構造は、縦方向に
所定のロンジスペースの3から5つに一箇所の桁板33
により、船底外板31と内底板32を繋ぎ、横方向に所
定のフレームスペースの3から5つに一箇所の実体肋板
34により、船底外板31と内底板32を繋ぎ、格子状
の構造を有していた。 【0003】さらに、縦方向にはロンジスペース毎に内
底縦通肋骨35が内底板32に溶着され、船底縦通肋骨
36が船底外板31に溶着され、二重底30を構成して
いた。 【0004】貨物艙を前後に仕切ため、横置隔壁37を
設けるのであるが、該横置隔壁37の下部、所謂、内底
板32上には、下部スツール38が横置隔壁37の台と
して設けられていた。 【0005】下部スツール38は、高さ数メートルの台
形の箱体で構成されており、斜辺381および前壁38
2の足元は内底板32に溶着され、上辺は天板383が
設けられ、該天板383上に横置隔壁37で構成されて
いた。 【0006】斜板381および前壁382の足元は、内
底板32を介し、実体肋板34および一つ前方の実体肋
板341上にそれぞれ位置し、内底板32に溶着されて
いた。 【0007】桁板33が縦通する断面を図6で示すよう
に、内底板32と船底外板31で縦方向に桁板33を挟
み、横方向に実体肋板34を挟む構造となっていた。ま
た、桁板33には、実体肋板34間に防撓材39が人孔
40を挟んで2条設けられていた。 【0008】下部スツール38は斜版381、前壁38
2および天板383で構成され、斜板381および前壁
382の足元は、内底板32を介して実体肋板34,3
41に位置する構造となっていた。さらに、下部スツー
ル38の内部は、ダイアフラム41が張設され、人孔4
0を囲んで防撓材42が設けられていた。人孔40と
は、二重底30の点検・メンテナンスのため、人が通る
交通孔である。 【0009】内底板32と斜板381と実体肋板34の
交点を図6の拡大図に示すように、貨物またはバラスト
水等の貨物荷重Wにより、内底板32は下向きに変形
し、船体長さ方向に斜板381は倒れるように撓み、内
底板34は縦方向に引き伸ばされようとする。 【0010】これを、図5を用いて説明すると、斜板3
81は倒れようとする。内底板32を介して、内底縦通
肋骨35および実体肋板34は追従するが、桁板33の
部分は剛性が強く追従しない。所謂、桁板33部分の交
点には応力が集中されるのである。 【0011】よって、図6の拡大図に示すように、裏面
に桁板33がある内底板32の溶接止端部に亀裂Bが発
生することがあった。 【0012】 【発明が解決しようとする課題】従来の技術で述べたよ
うに、二重底自体は桁板と実体肋板で格子状に構成する
方が合理的で堅固な構造であるが、内底板を介して連続
する斜板などの構造を考慮すると、桁板の部分だけの剛
性がつよく、斜板などの変形に追従しないと該桁板部分
の内底板の応力が高まり、該桁板の部分での高応力が応
力集中となり、破壊値を超え、亀裂の原因となる問題点
を有していた。 【0013】この発明は、従来の技術の有するこのよう
な不十分な点に鑑みてなされたものであり、その目的と
するところは、縦方向にはロンジスペース毎に縦通肋骨
を用い、横方向には3から5つ間隔のフレームスペース
に実体肋板を設け、下部スツールの斜板および前壁の足
元は内底板を介して連続する部分は実体肋板と剛性の等
しい縦通肋骨のみを設けることにより、応力分布が均一
となり、斜板と内底板の溶接止端部の亀裂を防止しよう
とするものである。 【0014】 【課題を解決するための手段】上記目的を達成するため
に、この発明は、内底板と船底外板を有する二重底構造
において、縦方向にはロンジスペース毎に内底縦通肋骨
が内底板に溶着され、船底縦通肋骨が船底外板に溶着さ
れ、横方向に所定のフレームスペースの3から5つに実
体肋板を設け、実体肋板のみにより、船底外板と内底板
を繋ぎ、船底外板、内底板、実体肋板、内底縦通肋骨お
よび船底縦通肋骨で構成し、下部スツールの斜板および
前壁の足元は、内底板を介し、実体肋板および一つ前方
の実体肋板上にそれぞれ位置し、内底板に溶着されるも
のである。 【0015】 【発明の実施の形態】この発明は、縦方向に桁板を設け
ず、ロンジスペース毎に内底縦通肋骨および船底縦通肋
骨を用い、横方向には3から5つ間隔のフレームスペー
スに実体肋板を設け、下部スツールの斜板および前壁の
足元は内底板を介して連続する部分は実体肋板に位置
し、該実体肋板は縦通肋骨が交差しているのみの構造と
し、剛性が等しくなり、応力分布が均一となるように構
成するものである。 【0016】 【実施例】実施例について、図1、図2および図3に示
すように、二重底30は船底外板1と内底板2で外殻が
構成されており、内部構造は、縦方向にはロンジスペー
ス毎に内底縦通肋骨5が内底板2に溶着され、船底縦通
肋骨6が船底外板1に溶着され、横方向に所定のフレー
ムスペースの3から5つに一箇所の実体肋板4により、
船底外板1と内底板2を繋ぎ、実体肋板と縦通肋骨で構
成するものである。 【0017】貨物艙を前後に仕切ため、横置隔壁7を設
けるのであるが、該横置隔壁7の下部、所謂、内底板2
上には、下部スツール8が横置隔壁7の台として設けら
れている。 【0018】下部スツール8は、高さ数メートルの台形
の箱体で構成されており、斜板81および前壁82の足
元は内底板2に溶着され、上辺は天板83が設けられ、
該天板83上に横置隔壁7で構成されている。 【0019】斜板81および前壁82の足元は、内底板
2を介し、実体肋板4および一つ前方の実体肋板49上
にそれぞれ位置し、内底板2に溶着されている。 【0020】縦通肋骨5,6が縦通する断面を図3で示
すように、縦方向にはロンジスペース毎に内底板2の裏
面に内底縦通肋骨5を設け、船底外板1の内側には船底
縦通肋骨6を設け、、横方向に実体肋板4を内底板2と
船底外板1で挟む構造となっている。また、実体肋板4
には防撓材9およびブラケット3が補強されている。 【0021】下部スツール8は斜版81、前壁82およ
び天板83で構成され、斜板81および前壁82の足元
は、内底板2を介して実体肋板4,49に位置する構造
とし、さらに、下部スツール8の内部は、ロンジスペー
スの3から5つに一箇所のダイアフラム11が張設さ
れ、人孔10を囲んで防撓材12が設けられている。 【0022】内底板2と斜板81と実体肋板4の交点
に、貨物またはバラスト水等の貨物荷重Wにより、内底
板2は下向きに変形し、船体長さ方向に斜板81は倒れ
るように撓み、内底板4は縦方向に引き伸ばされようと
する。 【0023】これを、図2を用いて説明すると、斜板8
1は倒れようとする。内底板2を介して、内底縦通肋骨
5および実体肋板4は追従し、均一に応力は分布され
る。 【0024】 【発明の効果】この発明は、上記のとおり構成されてい
るので、次に記載する効果を奏する。この発明は、縦方
向にはロンジスペース毎に縦通肋骨を用い、横方向には
3から5つ間隔のフレームスペースに実体肋板を設け、
下部スツールの斜板および前壁の足元は内底板を介して
連続する部分は実体肋板と剛性の等しい縦通肋骨のみを
設けることにより、応力分布が均一となり、斜板と内底
板の溶接止端部の亀裂を防止しようとするものである。
また、桁板を設けず、上下に縦通肋骨を設けるのみであ
り、点検やメンテナンスを行う際、横方向の移動を容易
にし、二重底内の交通性を良くしようとするものであ
る。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a double bottom structure having a lower stool of a horizontal partition in a cargo area of a ship. 2. Description of the Prior Art Conventionally, as shown in FIGS. 4, 5 and 6, an outer shell of a double bottom 30 is constituted by a bottom plate 31 and an inner bottom plate 32. The internal structure is such that one to three girder plates 33 in a predetermined longitudinal space in the longitudinal direction.
The outer bottom plate 31 and the inner bottom plate 32 are connected to each other, and the outer bottom plate 31 and the inner bottom plate 32 are connected to one another at three to five physical ribs 34 in a predetermined frame space in the lateral direction, thereby forming a lattice-like structure. Had. Further, in the longitudinal direction, an inner bottom longitudinal rib 35 is welded to the inner bottom plate 32 for each longitudinal space, and a bottom longitudinal rib 36 is welded to the bottom outer plate 31 to form the double bottom 30. . In order to partition the cargo hold back and forth, a horizontal partition 37 is provided. A lower stool 38 is provided below the horizontal partition 37, that is, on the inner bottom plate 32, as a base for the horizontal partition 37. Had been. The lower stool 38 is formed of a trapezoidal box having a height of several meters, and has a hypotenuse 381 and a front wall 38.
The two feet were welded to the inner bottom plate 32, the upper side was provided with a top plate 383, and the horizontal partition 37 was formed on the top plate 383. [0006] The feet of the swash plate 381 and the front wall 382 are located on the actual rib 34 and the immediately forward rib 341 via the inner bottom plate 32, respectively, and are welded to the inner bottom plate 32. As shown in FIG. 6, a cross section of the girder plate 33 is vertically interposed. The girder plate 33 is sandwiched between the inner bottom plate 32 and the outer bottom plate 31 in the vertical direction, and the actual rib 34 is sandwiched in the horizontal direction. Was. Further, the beam plate 33 was provided with two stiffeners 39 between the actual rib plates 34 with the human hole 40 interposed therebetween. The lower stool 38 includes a swash plate 381 and a front wall 38.
2 and a top plate 383. The feet of the swash plate 381 and the front wall 382 are connected to the actual ribs 34, 3 via the inner bottom plate 32.
41. Further, inside the lower stool 38, a diaphragm 41 is stretched, and a human hole 4 is provided.
The stiffener 42 was provided so as to surround 0. The human hole 40 is a traffic hole through which a person passes for inspection and maintenance of the double bottom 30. As shown in the enlarged view of FIG. 6, the intersection of the inner bottom plate 32, the swash plate 381 and the actual rib plate 34 causes the inner bottom plate 32 to be deformed downward by a cargo load W such as cargo or ballast water, and The swash plate 381 bends in the vertical direction so as to fall, and the inner bottom plate 34 tends to be stretched in the vertical direction. This will be described with reference to FIG.
81 tries to fall. The inner bottom longitudinal ribs 35 and the actual ribs 34 follow the inner bottom plate 32, but the spar 33 is not rigidly followed. Stress is concentrated at the intersection of the so-called girder plates 33. Therefore, as shown in the enlarged view of FIG. 6, a crack B may be generated at the weld toe of the inner bottom plate 32 having the girder plate 33 on the back surface. [0012] As described in the prior art, the double bottom itself is more rational and firmer when it is formed in a lattice shape with a girder and a physical rib. In consideration of the structure of the swash plate and the like continuous through the inner bottom plate, only the rigidity of the girder plate is good, and if it does not follow the deformation of the swash plate or the like, the stress of the inner bottom plate of the girder plate portion increases, There was a problem that the high stress in the portion became stress concentration, exceeded the fracture value, and caused cracking. The present invention has been made in view of the above-mentioned inadequacy of the prior art, and an object of the present invention is to use longitudinal ribs for each longitudinal space in the longitudinal direction, In the direction, the actual ribs are provided in the frame space of 3 to 5 intervals, and the swash plate of the lower stool and the foot of the front wall are connected only through the inner bottom plate. By providing this, the stress distribution becomes uniform, and cracks at the weld toe of the swash plate and the inner bottom plate are prevented. [0014] In order to achieve the above object, the present invention relates to a double bottom structure having an inner bottom plate and a ship bottom outer plate. The ribs are welded to the inner bottom plate, the longitudinal ribs of the bottom are welded to the bottom outer plate, and three to five physical ribs are provided laterally in a predetermined frame space. The bottom plate is connected with the outer bottom plate, inner bottom plate, body rib, inner bottom longitudinal rib, and bottom longitudinal rib, and the swash plate of the lower stool and
The foot of the front wall is through the inner bottom plate,
Are located on the actual ribs and are welded to the inner bottom plate.
It is . DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention does not provide a girder plate in the longitudinal direction, but uses an inner bottom longitudinal rib and a ship bottom longitudinal rib for each longitudinal space. A substantial rib is provided in the frame space, the swash plate of the lower stool and the foot of the front wall are connected to the substantial rib through the inner bottom plate, and the rib is only crossed by the longitudinal rib. The structure is such that the rigidity is equal and the stress distribution is uniform. 1, 2 and 3, the double bottom 30 has an outer shell composed of a hull outer plate 1 and an inner bottom plate 2, and the internal structure is as follows. In the longitudinal direction, the inner bottom longitudinal ribs 5 are welded to the inner bottom plate 2 for each longitudinal space, the bottom longitudinal ribs 6 are welded to the bottom outer plate 1, and one to three out of three predetermined frame spaces in the lateral direction. By the physical rib 4 of the place,
The outer bottom plate 1 and the inner bottom plate 2 are connected to each other, and are composed of a body rib and a longitudinal rib. To partition the cargo hold back and forth, a horizontal partition 7 is provided. The lower part of the horizontal partition 7, that is, the so-called inner bottom plate 2 is provided.
Above, a lower stool 8 is provided as a base for the horizontal partition 7. The lower stool 8 is formed of a trapezoidal box having a height of several meters. The feet of the swash plate 81 and the front wall 82 are welded to the inner bottom plate 2, and a top plate 83 is provided on the upper side.
The horizontal partition 7 is formed on the top plate 83. The feet of the swash plate 81 and the front wall 82 are located on the actual rib plate 4 and the immediately preceding actual rib plate 49 via the inner bottom plate 2, respectively, and are welded to the inner bottom plate 2. As shown in FIG. 3, the cross section of the longitudinal ribs 5, 6 passes through the inner bottom longitudinal rib 5 on the back surface of the inner bottom plate 2 for each longitudinal space. A vertical rib 6 is provided on the inner side, and the actual rib 4 is sandwiched between the inner bottom plate 2 and the bottom outer plate 1 in the horizontal direction. In addition, physical rib 4
The stiffener 9 and the bracket 3 are reinforced. The lower stool 8 is composed of a swash plate 81, a front wall 82 and a top plate 83. The feet of the swash plate 81 and the front wall 82 are located on the actual ribs 4 and 49 via the inner bottom plate 2. Further, inside the lower stool 8, one or more diaphragms 11 are provided at three to five long spaces, and a stiffener 12 is provided so as to surround the human hole 10. At the intersection of the inner bottom plate 2, the swash plate 81 and the actual rib 4, the inner bottom plate 2 is deformed downward by the cargo load W such as cargo or ballast water, and the swash plate 81 falls down in the longitudinal direction of the hull. And the inner bottom plate 4 tends to be stretched in the vertical direction. This will be described with reference to FIG.
1 tries to fall. The inner bottom longitudinal ribs 5 and the actual ribs 4 follow the inner bottom plate 2 and the stress is uniformly distributed. Since the present invention is configured as described above, it has the following effects. The present invention uses a longitudinal rib for each longitudinal space in the longitudinal direction, and provides a substantial rib in a frame space at an interval of 3 to 5 in the lateral direction,
The swash plate of the lower stool and the foot of the front wall that are continuous via the inner bottom plate are provided with only vertical ribs having the same rigidity as the actual rib plate, so that the stress distribution becomes uniform and the swash plate and inner bottom plate are welded. It is intended to prevent cracks at the ends.
In addition, only a vertical rib is provided vertically without a girder plate, and when performing inspection and maintenance, it is intended to facilitate movement in the horizontal direction and to improve traffic in the double bottom.

【図面の簡単な説明】 【図1】この発明の二重底構造を中心に斜視図で略示し
たものである。 【図2】この発明の内底板を中心に平面図で略示したも
のである。 【図3】この発明の二重底構造を中心に側面図で略示し
たものである。 【図4】従来の二重底構造を中心に斜視図で略示したも
のである。 【図5】従来の内底板を中心に平面図で略示したもので
ある。 【図6】従来の二重底構造を中心に側面図で略示したも
のである。また、内底板と斜板の交点を拡大図で略示し
たものである。 【符号の説明】 1 船底外板 2 内底板 3 ブラケット 4、49 実体肋板 5 内底縦通肋骨 6 船底縦通肋骨 7 横置隔壁 8 スツール 81 斜板 82 前壁 83 天板 9 防撓材 10 人孔 11 ダイフラム 12 防撓材 30 二重底
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view schematically showing a double bottom structure according to the present invention. FIG. 2 is a schematic plan view mainly showing an inner bottom plate of the present invention. FIG. 3 is a schematic side view mainly showing a double bottom structure according to the present invention. FIG. 4 is a perspective view schematically showing a conventional double bottom structure. FIG. 5 is a plan view schematically showing a conventional inner bottom plate as a center. FIG. 6 is a side view schematically showing a conventional double bottom structure. Also, the intersection of the inner bottom plate and the swash plate is schematically shown in an enlarged view. [Description of Signs] 1 Bottom outer plate 2 Inner bottom plate 3 Bracket 4, 49 Body rib plate 5 Inner bottom vertical rib 6 Ship bottom vertical rib 7 Horizontal partition 8 Stool 81 Swash plate 82 Front wall 83 Top plate 9 Stiffener Reference Signs List 10 Human hole 11 Diaphragm 12 Stiffener 30 Double bottom

Claims (1)

(57)【特許請求の範囲】 【請求項1】 内底板と船底外板を有する二重底構造に
おいて、縦方向にはロンジスペース毎に内底縦通肋骨が
内底板に溶着され、船底縦通肋骨が船底外板に溶着さ
れ、横方向に所定のフレームスペースの3から5つに実
体肋板を設け、実体肋板のみにより、船底外板と内底板
を繋ぎ、船底外板、内底板、実体肋板、内底縦通肋骨お
よび船底縦通肋骨で構成し、下部スツールの斜板および
前壁の足元は、内底板を介し、実体肋板および一つ前方
の実体肋板上にそれぞれ位置し、内底板に溶着される
とを特徴とする二重底構造。
(57) [Claims 1] In a double bottom structure having an inner bottom plate and a bottom outer plate, longitudinally extending inner bottom ribs are welded to the inner bottom plate for each longitudinal space, and Through ribs are welded to the bottom shell of the ship, and three to five physical ribs are provided in a predetermined frame space in the lateral direction, and the bottom shell and the inner shell are connected only by the body ribs. , Slab of lower stool and
The foot of the front wall is through the inner bottom plate,
The double bottom structure, which is located on each of the actual ribs and is welded to the inner bottom plate .
JP2000286371A 2000-09-21 2000-09-21 Double bottom structure Expired - Fee Related JP3448020B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000286371A JP3448020B2 (en) 2000-09-21 2000-09-21 Double bottom structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000286371A JP3448020B2 (en) 2000-09-21 2000-09-21 Double bottom structure

Publications (2)

Publication Number Publication Date
JP2002087374A JP2002087374A (en) 2002-03-27
JP3448020B2 true JP3448020B2 (en) 2003-09-16

Family

ID=18770305

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000286371A Expired - Fee Related JP3448020B2 (en) 2000-09-21 2000-09-21 Double bottom structure

Country Status (1)

Country Link
JP (1) JP3448020B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107444566A (en) * 2017-07-28 2017-12-08 广船国际有限公司 A kind of bottom of ship structure and its fatigue life calculation method
CN112078751B (en) * 2020-08-11 2022-12-13 沪东中华造船(集团)有限公司 Construction method for lower pier seat section of FLNG ship
CN113753171A (en) * 2021-10-14 2021-12-07 武汉理工大学 Lightweight hull structure
CN114802588A (en) * 2022-03-29 2022-07-29 广船国际有限公司 End bench structure and boats and ships
CN115195935B (en) * 2022-08-19 2023-08-01 上海外高桥造船有限公司 Ribbed plate with T-row through hole structure and marine T-row through hole design method

Also Published As

Publication number Publication date
JP2002087374A (en) 2002-03-27

Similar Documents

Publication Publication Date Title
JP3448020B2 (en) Double bottom structure
CN106012795B (en) Bielliptic(al) moulding Cable-stayed Bridge Pylon crosses structure
CN205677089U (en) There is coupled column and the base node structure of horizontal anti-seismic performance
CN105863073B (en) Coupled column and base node structure and its construction method with horizontal anti-seismic performance
KR100559764B1 (en) Steel girder adhered arch rib
CN205894422U (en) Fixed knot who fills case constructs
CN210917854U (en) Prevent cavity centre form wall structure of fracture
CN106836556A (en) A kind of composite reinforcing steel bar cage truss support shear wall
CN206859541U (en) A kind of hollow cast-in-situ steel reinforced concrete ladder
CN104018607B (en) Spliced space truss interlayer floor
PT2072706E (en) Floor comprising girders and structural floor units as well as a seamless cast slab on these girders and structural floor units
CN214885131U (en) Novel raised floor
CN218022051U (en) Ship and ocean engineering superstructure deck vibration reduction grid structure
CN210395785U (en) Novel foam sandwich floor composite structure
CN109057401A (en) Assembled architecture hoistway regularization protection and vertical passageway device and construction method
CN216360641U (en) Ultra-large-span solid steel box girder structure
CN210421145U (en) Column base installation fixed node structure
CN219470704U (en) Prevent side wall fracture ancient wind bridge
CN214659105U (en) Large-span view corridor frame
CN216195897U (en) Light steel keel ceiling
CN214785070U (en) Post-cast ECC prefabricated steel plate concrete shear wall
CN211621946U (en) Local sandwich structure of hanging layer of medicine factory building
CN214531421U (en) Novel T section concrete superstructure
CN208349601U (en) Roof photovoltaic bracket
CN214833545U (en) Steel structure building column base for transformer substation

Legal Events

Date Code Title Description
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: 20090704

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20120704

Year of fee payment: 9

LAPS Cancellation because of no payment of annual fees