JP3061724B2 - 3D seismic isolation floor - Google Patents

3D seismic isolation floor

Info

Publication number
JP3061724B2
JP3061724B2 JP6102726A JP10272694A JP3061724B2 JP 3061724 B2 JP3061724 B2 JP 3061724B2 JP 6102726 A JP6102726 A JP 6102726A JP 10272694 A JP10272694 A JP 10272694A JP 3061724 B2 JP3061724 B2 JP 3061724B2
Authority
JP
Japan
Prior art keywords
floor
fixed
seismic isolation
buffer
base
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
Application number
JP6102726A
Other languages
Japanese (ja)
Other versions
JPH07310425A (en
Inventor
浩 倉林
信行 曽根
大輔 矢口
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 Steel Mfg Co Ltd
Original Assignee
Mitsubishi Steel Mfg 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 Mitsubishi Steel Mfg Co Ltd filed Critical Mitsubishi Steel Mfg Co Ltd
Priority to JP6102726A priority Critical patent/JP3061724B2/en
Publication of JPH07310425A publication Critical patent/JPH07310425A/en
Application granted granted Critical
Publication of JP3061724B2 publication Critical patent/JP3061724B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は地震等の床のゆれからO
A機器を保護するとともに正常に作動させるための免震
床に関する。
BACKGROUND OF THE INVENTION The present invention relates to a method for reducing the amount of floor vibration caused by an earthquake or the like.
It relates to a seismic isolation floor for protecting and properly operating the A equipment.

【0002】[0002]

【従来の技術】最近技術の発達にともないコンピュータ
をはじめとする各種OA機器等の精密事務機器が室内に
設置されている。このような精密事務機器は地震の際に
転倒防止しなければならないばかりでなく、このような
時にも正常作動させる必要がある。このため、建築物に
固定された床にかえて室内の床の一部を免震床とするこ
とが行われている。この場合、相対的変位が生ずる固定
床と免震床の両者をいかに継ぐかが問題となる。この
点、従来の技術として特公昭63−58991は固定床
の上に免震床の一部を重ね段差の部分に伸縮自在の部材
を補充する方法を開示している。又、実公昭61−17
151は免震床に面一にした固定床を建物に蝶番で固定
する方法を開示している。しかしながら、特公昭63−
58991に開示された技術では水平方向の相対変位は
固定床と面震床とも相互に行われるが、固定床の上下方
向の変位が面震床に伝達されるため地震対策にならな
い。又、実公昭61−17151に開示された技術では
固定床と建物の一部が蝶番で固定されているため固定床
上の荷重が蝶番に負荷されることになり、強度上の問題
があった。
2. Description of the Related Art With the recent development of technology, precision office equipment such as computers and various office automation equipment have been installed in rooms. Such precision office equipment must not only prevent overturning in the event of an earthquake, but also operate normally during such times. For this reason, a part of the indoor floor is used as a base-isolated floor instead of the floor fixed to the building. In this case, the problem is how to connect both the fixed floor and the seismic isolation floor where relative displacement occurs. In this regard, Japanese Patent Publication No. 63-58991 discloses a conventional technique in which a part of a seismic isolation floor is overlapped on a fixed floor, and a stepped portion is supplemented with an elastic member. Also, Shoko 61-17
No. 151 discloses a method of fixing a fixed floor flush with a seismic isolation floor to a building with a hinge. However, Japanese Patent Publication No. 63-
In the technique disclosed in US Pat. No. 5,899,91, the relative displacement in the horizontal direction is performed on both the fixed floor and the surface quake floor. However, since the vertical displacement of the fixed floor is transmitted to the surface quake floor, it is not an earthquake countermeasure. In the technique disclosed in Japanese Utility Model Publication No. 61-17151, the fixed floor and a part of the building are fixed by hinges, so that the load on the fixed floor is applied to the hinges, and there is a problem in strength.

【0003】[0003]

【発明が解決しようとする課題】本発明は従来の緩衝床
が水平方向の相対変位のみ吸収する構造であったもの
を、上下方向の変位をも吸収可能な3次元免震床の緩衝
部構造を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention relates to a three-dimensional base-isolated floor cushioning structure capable of absorbing vertical displacement, instead of the conventional structure in which the buffer floor absorbs only horizontal relative displacement. The purpose is to provide.

【0004】[0004]

【課題を解決するための手段】本発明者らは鋭意検討し
た結果、固定床と免震床との空間を埋める緩衝部に緩衝
パネルを用い、かつ、前記緩衝パネルのどちらか片方の
端部を支持部として固定床又は免震床に嵌合させること
によって上記目的が達成されることを見出し本発明に至
った。即ち、本発明は建物の固定床、建物の内部に水平
に設置され一定の水平面及び上下面を往復運動可能な免
震床、及び前記固定床と前記免震床との空間を埋める緩
衝部から成る3次元免震床において、前記緩衝部の空間
より大きい緩衝パネルの免震床側の端部を免震床の端部
に設けられた球状又は円筒状の支持部に設けられた突起
と嵌合させ、前記緩衝パネルの固定床側の端部を固定床
の上に重ね合わせたことを特徴とする3次元免震床、並
びに建物の固定床、建物の内部に水平に設置され一定の
水平面及び上下面を往復運動可能な免震床、及び前記固
定床と前記面震床との空間を埋める緩衝部から成る3次
元免震床において、前記緩衝部の空間より大きい緩衝パ
ネルの固定床側の端部を固定床の端部に設けられた球状
または円筒状の支持部に設けられた突起と嵌合させ、前
記緩衝パネルの免震床側の端部を免震床の上に重ね合わ
せたことを特徴とする3次元免震床である。
Means for Solving the Problems As a result of intensive studies, the present inventors have used a buffer panel for a buffer section that fills the space between a fixed floor and a seismic isolation floor, and have one end of the buffer panel. It has been found that the above-mentioned object is achieved by fitting the base as a supporting portion to a fixed floor or a base-isolated floor, and has reached the present invention. That is, the present invention relates to a fixed floor of a building, a seismic isolation floor which is installed horizontally in a building and is capable of reciprocating on a certain horizontal plane and upper and lower surfaces, and a buffer unit which fills a space between the fixed floor and the seismic isolation floor. In the three-dimensional seismic isolation floor, the end on the seismic isolation floor side of the buffer panel that is larger than the space of the buffer part is fitted with a projection provided on a spherical or cylindrical support provided on the end of the seismic isolation floor. A three-dimensional seismic isolation floor, wherein a fixed floor side end of the buffer panel is overlapped on a fixed floor, a fixed floor of a building, and a fixed horizontal surface which is horizontally installed inside the building. And a three-dimensional seismic isolation floor comprising a seismic isolation floor capable of reciprocating upper and lower surfaces, and a buffer part filling up the space between the fixed floor and the surface seismic floor, wherein the fixed floor side of a buffer panel larger than the space of the buffer part To the spherical or cylindrical support provided at the end of the fixed floor It was vignetting projections and fitted, a 3-dimensional MenShinyuka, characterized in that superposed ends of MenShinyuka side of the buffer panel on the MenShinyuka.

【0005】本発明において固定床とは建物と一体化し
て設置された床であり、地震や交通振動等においては、
地面及び建物とともに揺れるものである。これに対して
免震床とは、建物の振動を吸収する機能を有する緩衝
材、例えば大型のばね、ゴム性材料、コロ、ベアリン
グ、車輪とレール等を介在させた床であり、建物の内部
に水平に設置され一定の水平面及び上下面を往復運動を
可能とするものである。
[0005] In the present invention, the fixed floor is a floor installed integrally with the building.
It shakes with the ground and buildings. On the other hand, the seismic isolation floor is a floor having a function of absorbing vibration of the building, such as a large spring, a rubber material, rollers, bearings, wheels and rails, and the like. It is installed horizontally and can reciprocate on a certain horizontal plane and upper and lower surfaces.

【0006】本発明の3次元免震床は、固定床と免震床
との空間を埋める緩衝部に緩衝パネルを用い、かつ、前
記緩衝パネルのどちらか片方の端部を支持部として固定
床に嵌合させてもよいし、逆に免震床に嵌合させてもよ
い。このような3次元免震床構造をとることによって、
固定床と免震床との水平方向の相対変位及び上下方向の
相対変位の両者を同時に、前記緩衝パネルが両者の橋渡
しをすることによって埋めることが可能となる。本発明
の3次元免震床の構造を図面によって説明する。図1は
全体構造であり、図2は固定床部と免震床部の空間部
(緩衝部)の取り合部分の拡大図である。固定床3の上
に緩衝パネル1の一端部を重ね合わせ緩衝パネル1の他
端部を免震床部の支柱上部に支持する。ここで、球状又
は円筒状の支持部4は回転自在にできるように断面がU
字形のU形溝5を有する。球状又は円筒状支持部材4に
設けられた突起部6さらねじ止又は緩衝パネル1の他端
部を固着している。この結果、免震床部2が水平、上下
方向に変位すると、緩衝パネル1は追従作動する。図1
及び2に示される構造においては、緩衝パネルは免震床
部側に支持されているが、逆に固定床の端部に設けられ
た球状又は円筒状の支持部に設けられた突起と嵌合させ
てもよい。
In the three-dimensional seismic isolation floor of the present invention, a buffer panel is used as a buffer part for filling a space between the fixed floor and the seismic isolation floor, and one of the ends of the buffer panel is used as a support part to provide a fixed floor. And may be fitted to the base-isolated floor. By taking such a three-dimensional seismic isolation floor structure,
Both the relative displacement in the horizontal direction and the relative displacement in the vertical direction between the fixed floor and the seismic isolation floor can be simultaneously filled by the buffer panel bridging the two. The structure of the three-dimensional seismic isolation floor of the present invention will be described with reference to the drawings. FIG. 1 is an overall structure, and FIG. 2 is an enlarged view of a portion where a space portion (buffer portion) of a fixed floor portion and a seismic isolation floor portion is joined. One end of the buffer panel 1 is overlapped on the fixed floor 3, and the other end of the buffer panel 1 is supported on the upper column of the seismic isolation floor. Here, the spherical or cylindrical supporting portion 4 has a U-shaped cross section so as to be rotatable.
It has a U-shaped groove 5 in the shape of a letter. The protrusion 6 provided on the spherical or cylindrical support member 4 is fixed with a flat screw or the other end of the buffer panel 1. As a result, when the seismic isolation floor 2 is displaced in the horizontal and vertical directions, the buffer panel 1 operates to follow. FIG.
In the structure shown in FIGS. 2 and 3, the cushioning panel is supported on the seismic isolation floor side, but on the contrary, it is fitted with the projection provided on the spherical or cylindrical support provided on the end of the fixed floor. May be.

【0007】[0007]

【実施例】以下図面を用いて本発明の実施例を説明す
る。図1及び図2は本発明の一実施例を示す断面図であ
る。又、図3は本実施例の正常時の断面図である。図4
及び図5は地震によって免震床部が固定床側に移動した
場合を示し、図6及び7は免震床部が固定床側に離れ方
向に移動した場合を示す。先ず免震床は図1に示すよう
に免震床部と壁面側固定床部の周囲に形成され、免震床
部の周縁との間に緩衝空間部(水平、上下方向の変位吸
収部)を設置され、免震床と固定床との間の緩衝空間部
を緩衝パネルで重ね合わせから構成される。
Embodiments of the present invention will be described below with reference to the drawings. 1 and 2 are sectional views showing one embodiment of the present invention. FIG. 3 is a cross-sectional view of this embodiment in a normal state. FIG.
5 shows the case where the seismic isolation floor moves to the fixed floor due to the earthquake, and FIGS. 6 and 7 show the case where the seismic isolation floor moves in the direction away from the fixed floor. First, the base-isolated floor is formed around the base-isolated floor and the fixed floor on the wall side, as shown in Fig. 1, and a buffer space (horizontal, vertical displacement absorbing part) between the base-isolated floor and the periphery. It is constructed by overlapping the buffer space between the base-isolated floor and the fixed floor with the buffer panel.

【0008】したがって、この実施例において地震が発
生すると図4のように免震床部が固定床部側に移動した
場合であって、水平方向に緩衝パネルがスライドし、上
下方向の変位が下方へ変位したとき、緩衝パネルの他端
部が固定床上で上方に浮き上がる。このように免震部の
水平方向の変位が固定床部側に移動した場合及び/又は
上下方向の変位が下方に変位した場合にも、緩衝パネル
の他端部が固定床上で上方に浮き上がり、3次元で緩衝
パネルが追従作動する。また図5に示されるように、免
震床部の上下方向の変位が上方へ変位したとき、緩衝パ
ネルの他端部が固定床上で固定床パネルに接した状態に
なり、緩衝パネルの一端部は免震床部と支持固定され、
免震床部の上方変位に追従作動する。
Accordingly, in this embodiment, when an earthquake occurs, the seismic isolation floor moves to the fixed floor as shown in FIG. 4, in which the buffer panel slides in the horizontal direction and the vertical displacement decreases. When displaced, the other end of the buffer panel floats upward on the fixed floor. In this way, also when the horizontal displacement of the seismic isolation part moves to the fixed floor side and / or when the vertical displacement is displaced downward, the other end of the buffer panel floats upward on the fixed floor, The buffer panel follows in three dimensions. Also, as shown in FIG. 5, when the vertical displacement of the seismic isolation floor part is displaced upward, the other end of the buffer panel comes into contact with the fixed floor panel on the fixed floor, and one end of the buffer panel Is supported and fixed to the seismic isolation floor,
Operates following the upward displacement of the base isolation floor.

【0009】図6に示されるように地震が発生したとき
免震床部が固定床部側から離れ方向に移動した場合、水
平方向に緩衝パネルがスライドし、上下方向の変位が下
方へ変位したとき、緩衝パネルの他端部が固定床端部上
で多少上方に浮き上がる。同様に図7に示されるように
上下方向の変位が上方へ変位したとき、緩衝パネルの他
端部が固定床端部上で固定床パネルに接した状態にな
り、緩衝パネルの一端部は免震床部と支持固定され、免
震床部の上方変位に追従作動する。地震が発生している
状態においては図4〜7のように緩衝パネルの追従作動
が繰り返されるが、地震終了後には図3の状態に戻るこ
とになる。
As shown in FIG. 6, when the seismic isolation floor moves in the direction away from the fixed floor when an earthquake occurs, the buffer panel slides horizontally, and the vertical displacement is displaced downward. At this time, the other end of the buffer panel slightly rises above the fixed floor end. Similarly, when the vertical displacement is displaced upward as shown in FIG. 7, the other end of the buffer panel comes into contact with the fixed floor panel on the fixed floor end, and one end of the buffer panel is free. The seismic floor is supported and fixed, and operates to follow the upward displacement of the seismic isolation floor. In the state where an earthquake has occurred, the following operation of the buffer panel is repeated as shown in FIGS. 4 to 7, but after the end of the earthquake, the state returns to the state of FIG.

【0010】[0010]

【発明の効果】以上の説明から明らかなように本発明は
免震床部と固定床部との間の緩衝空間部(水平、上下方
向の変位吸収間隙)を緩衝パネルの一端部を免震床部又
は固定床部と支持固定し、他端部を固定床部又は免震床
部に重ね合わせて閉塞したので、免震床が地震により固
定床側に移動した場合、またその逆に免震床が固定床側
離れ方向に移動した場合、水平方向の変位に対しては固
定床上を緩衝パネルがスライドし、上下方向の変位が発
生したとき緩衝パネルが上方、下方に浮き上がり、浮き
下がりながら免震床部の水平、上下方向の変位を同時に
吸収する。この結果、本発明は従来例に比して免震床部
の上下方向変位を吸収でき、3次元免震床部の性能を高
めることができる。また構造が簡単なため、施工効率を
高めることができる。
As is apparent from the above description, according to the present invention, the buffer space (horizontal and vertical displacement absorbing gap) between the seismic isolation floor and the fixed floor is isolated at one end of the buffer panel. The floor is fixed to the floor or fixed floor, and the other end is overlapped with the fixed floor or seismic isolation floor and closed. When the seismic floor moves in the direction away from the fixed floor, the buffer panel slides on the fixed floor against horizontal displacement, and when a vertical displacement occurs, the buffer panel floats up and down, while floating Simultaneously absorbs horizontal and vertical displacement of the base-isolated floor. As a result, the present invention can absorb the vertical displacement of the base-isolated floor in comparison with the conventional example, and can improve the performance of the three-dimensional base-isolated floor. Further, since the structure is simple, construction efficiency can be improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の実施例の全体構造を示す断面図FIG. 1 is a cross-sectional view showing the overall structure of an embodiment of the present invention.

【図2】本発明の実施例の部分拡大図FIG. 2 is a partially enlarged view of an embodiment of the present invention.

【図3】正常時の断面図FIG. 3 is a cross-sectional view in a normal state.

【図4】免震床部が固定床側に移動した場合Fig. 4 When the seismic isolation floor moves to the fixed floor

【図5】免震床部が固定床側に移動した場合FIG. 5: When the seismic isolation floor moves to the fixed floor

【図6】免震床部が固定床側から離れ方向に移動した場
FIG. 6: When the base-isolated floor moves away from the fixed floor

【図7】免震床部が固定床側から離れ方向に移動した場
合。
FIG. 7 shows a case where the seismic isolation floor moves in a direction away from the fixed floor.

【符号の説明】[Explanation of symbols]

1 緩衝パネル 2 免震床部 3 固定床部 4 球状又は円筒状の支持部 5 U形溝 6 突起部 7 弾性体 8 支柱(固定床部) 9 支柱(免震床部) DESCRIPTION OF SYMBOLS 1 Buffer panel 2 Base-isolated floor part 3 Fixed floor part 4 Spherical or cylindrical support part 5 U-shaped groove 6 Projection part 7 Elastic body 8 Post (fixed floor part) 9 Post (seismic isolated floor part)

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実開 平6−56311(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04H 9/02 331 E04F 15/18 601 E04B 1/36 E04F 15/024 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-6-56311 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E04H 9/02 331 E04F 15/18 601 E04B 1/36 E04F 15/024

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建物の固定床、建物の内部に水平に設置
され一定の水平面及び上下面を往復運動可能な免震床、
及び前記固定床と前記免震床との空間を埋める緩衝部か
ら成る3次元免震床において、前記緩衝部の空間より大
きい緩衝パネルの免震床側の端部を免震床の端部に設け
られた球状または円筒状の支持部に設けられた突起と嵌
合させ、前記緩衝パネルの固定床側の端部を固定床の上
に重ね合わせたことを特徴とする3次元免震床。
1. A fixed floor of a building, a base-isolated floor horizontally installed inside the building and capable of reciprocating on a certain horizontal plane and upper and lower surfaces,
And a three-dimensional base-isolated floor comprising a buffer section filling the space between the fixed floor and the base-isolated floor, wherein an end of the buffer panel larger than the space of the buffer section on the base-isolated floor side is attached to an end of the base-isolated floor. A three-dimensional seismic isolation floor, wherein the fixed panel-side end of the buffer panel is overlapped on a fixed floor by fitting with a projection provided on a provided spherical or cylindrical support portion.
【請求項2】 建物の固定床、建物の内部に水平に設置
され一定の水平面及び上下面を往復運動可能な免震床、
及び前記固定床と前記免震床との空間を埋める緩衝部か
ら成る3次元免震床において、前記緩衝部の空間より大
きい緩衝パネルの固定床側の端部を固定床の端部に設け
られた球状又は円筒状の支持部に設けられた突起と嵌合
させ、前記緩衝パネルの免震床側の端部を免震床の上に
重ね合わせたことを特徴とする3次元免震床。
2. A fixed floor of a building, a seismic isolation floor horizontally installed inside the building and capable of reciprocating on a given horizontal plane and upper and lower surfaces.
And a three-dimensional base-isolated floor including a buffer section that fills a space between the fixed floor and the base-isolated floor, wherein an end on the fixed floor side of a buffer panel larger than the space of the buffer section is provided at an end of the fixed floor. A three-dimensional seismic isolation floor characterized by fitting a projection provided on a spherical or cylindrical support part, and overlapping an end on the seismic isolation floor side of the buffer panel on the seismic isolation floor.
JP6102726A 1994-05-17 1994-05-17 3D seismic isolation floor Expired - Lifetime JP3061724B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6102726A JP3061724B2 (en) 1994-05-17 1994-05-17 3D seismic isolation floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6102726A JP3061724B2 (en) 1994-05-17 1994-05-17 3D seismic isolation floor

Publications (2)

Publication Number Publication Date
JPH07310425A JPH07310425A (en) 1995-11-28
JP3061724B2 true JP3061724B2 (en) 2000-07-10

Family

ID=14335274

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6102726A Expired - Lifetime JP3061724B2 (en) 1994-05-17 1994-05-17 3D seismic isolation floor

Country Status (1)

Country Link
JP (1) JP3061724B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017106298A (en) * 2015-12-03 2017-06-15 大成建設株式会社 Expansion joint and method for manufacturing gangway footplate to be used for expansion joint

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09196115A (en) * 1996-01-22 1997-07-29 Kongo Kk Base isolator

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017106298A (en) * 2015-12-03 2017-06-15 大成建設株式会社 Expansion joint and method for manufacturing gangway footplate to be used for expansion joint

Also Published As

Publication number Publication date
JPH07310425A (en) 1995-11-28

Similar Documents

Publication Publication Date Title
JP3460036B2 (en) Seismic retrofit structure of existing building
JP3061724B2 (en) 3D seismic isolation floor
JPH10311162A (en) Base isolated building
JP2007070857A (en) Base isolation structure of building
JP2008280818A (en) Base isolation structure of building and building adopting the same
JPH10292669A (en) Base isolating device of building and base isolating structure of building using the same
JPH09177372A (en) Seismic isolator of building
JP3336481B2 (en) Installation method of seismic isolation device
JP3323792B2 (en) Seismic isolation device
JPH10169241A (en) Base-isolated building
CN214302388U (en) Shock attenuation wall structure
JP2001140497A (en) Earthquake-resistant house
JPH1066737A (en) Fixed smokestop wall
JP3941251B2 (en) Seismic isolation devices and seismic isolation structures
JPS6328195B2 (en)
JP3494310B2 (en) Building damping structure
JP2006299677A (en) Vibration control structure
JP2569688Y2 (en) Expansion joint device for outside corner and inside corner
JP3326421B2 (en) Seismic isolation device
JPH0415877Y2 (en)
JP2007024123A (en) Base isolation plate
JP4002359B2 (en) Unit building
CN117449486A (en) Damping device for building and assembling method thereof
JPH1194125A (en) Base isolation piping
JP2002242480A (en) Combination damper and base-isolation structure with combination damper installed therein

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20000404

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

Free format text: PAYMENT UNTIL: 20080428

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20090428

Year of fee payment: 9

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

Free format text: PAYMENT UNTIL: 20100428

Year of fee payment: 10

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

Free format text: PAYMENT UNTIL: 20110428

Year of fee payment: 11

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313113

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

Free format text: PAYMENT UNTIL: 20110428

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: 20110428

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: 20130428

Year of fee payment: 13

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

Free format text: PAYMENT UNTIL: 20140428

Year of fee payment: 14

EXPY Cancellation because of completion of term