JPH10331262A - Connection metal tool for column and beam, and connection method thereof - Google Patents
Connection metal tool for column and beam, and connection method thereofInfo
- Publication number
- JPH10331262A JPH10331262A JP9146352A JP14635297A JPH10331262A JP H10331262 A JPH10331262 A JP H10331262A JP 9146352 A JP9146352 A JP 9146352A JP 14635297 A JP14635297 A JP 14635297A JP H10331262 A JPH10331262 A JP H10331262A
- Authority
- JP
- Japan
- Prior art keywords
- pair
- side plates
- column
- drift pin
- bolt
- 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
【0001】[0001]
【発明の属する技術分野】本発明は、木造建築物の柱梁
等の接合に用いる金物及び柱梁等の接合方法に関するも
ので、さらに詳細には木造建築物のラーメン構造におけ
る柱梁等の接合に用いる金物及び柱梁等の接合方法に関
するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for joining hardware, columns, and the like used for joining columns, beams, and the like of a wooden building, and more particularly, to joining columns, beams, and the like in a rigid frame structure of a wooden building. The present invention relates to a method for joining hardware, columns, and the like used in the present invention.
【0002】[0002]
【従来の技術】従来、木造建築物のラーメン構造におい
て柱梁等の接する場合に、例えば図4に示すように柱a
に梁bを接合するために予め柱aに公知の方法で接合用
金物cを嵌合させる。そして柱bに形成した平行な一対
溝b1 ´に接合用金物cを挿入して柱bに穿設した一対
の溝b2 ´と金物cに穿設した穴c´にドリフトピンd
を挿入して固定する方法が実施されていた。2. Description of the Related Art Conventionally, when a column or a beam is in contact with a rigid frame structure of a wooden building, for example, as shown in FIG.
In order to join the beam b to the column a fitting metal c is previously fitted to the column a by a known method. Then, a metal fitting c is inserted into a pair of parallel grooves b1 'formed in the column b, and a pair of grooves b2' formed in the column b and a drift pin d is inserted into a hole c 'formed in the metal c.
A method of inserting and fixing the same has been implemented.
【0003】[0003]
【発明が解決しようとする課題】しかし、前記の方法
は、ラーメン構造において柱や梁に穴をあけて軸組をお
こなう際に接合用金物cを使用することにより断面の欠
損を最小限にするために行われているものであるが金物
と木材の間の接合が充分でないので木材の乾燥によるヤ
セ及びボルトの緩み・振動等の影響でズレを生じること
があり住宅築造後の構造上の強度がいま一つ不満足であ
った。However, the above-mentioned method minimizes the loss of the cross section by using the metal fitting c when drilling a hole in a column or a beam in the frame structure to perform a frame assembly. However, since the joint between the hardware and the wood is not enough, the drying may cause the looseness and vibration of the bolts and bolts due to the drying of the wood. Was dissatisfied.
【0004】そこで、発明者は柱aに嵌合させた接合用
金物cに接着剤を予め塗布して梁bの溝b1 ´に挿入す
ることを着想したものの、この方法では挿入の前に接着
剤が滴下してしまい溝内に接着剤が行き渡ることはなく
実現は不可能な状態であった。The inventor conceived that the bonding metal c fitted on the pillar a was preliminarily coated with an adhesive and inserted into the groove b1 'of the beam b. The agent was dropped, and the adhesive did not spread in the groove, so that it was impossible to realize it.
【0005】本発明は、以上のような問題を解決するた
めに木造建築物の柱梁の接合を確実にすることによりラ
ーメン構造強度のさらに大きくするための接合用金物を
提供することを目的とする。SUMMARY OF THE INVENTION An object of the present invention is to provide a metal joint for further strengthening the rigid frame structure by ensuring the joint of a column and a beam in a wooden building in order to solve the above problems. I do.
【0006】[0006]
【課題の解決するための手段】徐上の目的を達成するた
めに、本発明にかかる柱梁等接合金物は、その手段とし
て一枚の金属板よりドリフトピン又はボルト用の孔を有
するブリッジ部を介して同様にドリフトピン又はボルト
用の孔を有する一対の側板を有するプレートを打ち抜
き、該一対の側板を互いに対向するように前記ブリッジ
部から折り曲げ、該一対の側板はそれぞれ対向する位置
にドリフトピン案内用切欠きを有し、各側板は両面にプ
レスをかけて形成した畝状突起を設けたことを要旨とし
ている。SUMMARY OF THE INVENTION In order to achieve the object of the present invention, a metal joint such as a column and a beam according to the present invention uses a bridge portion having a hole for a drift pin or a bolt as a means for forming the same. Similarly, a plate having a pair of side plates having holes for drift pins or bolts is punched out, and the pair of side plates are bent from the bridge portion so as to face each other, and the pair of side plates drift to opposite positions. The gist has a notch for pin guide, and each side plate is provided with ridge-shaped projections formed by pressing both sides.
【0007】また、本発明にかかる柱梁等接合金物は、
請求項2に記載のように前記一対の側板の有する前記ド
リフトピン又はボルト用の穴は専らボルト挿入用である
ことが望ましい。[0007] Further, the joint hardware such as a column beam according to the present invention includes:
It is preferable that the holes for the drift pins or the bolts of the pair of side plates are exclusively used for inserting bolts.
【0008】また、徐上の目的を達成するために、本発
明にかかる柱梁等の接合方法は、その手段として木造建
築物のラーメン構造における柱梁等の接合に用いる金物
で一枚の金属板よりドリフトピン又はボルト用の孔を有
するブリッジ部を介して同様にドリフトピン又はボルト
用の孔を有する一対の側板を有するプレートを打ち抜
き、該一対の側板を互いに対向するように前記ブリッジ
部から折り曲げ、該一対の側板はそれぞれ対向する位置
にドリフトピン案内用切欠きを有し、各側板は両面にプ
レスをかけて形成した畝状突起を設け、前記畝状突起の
上の適宜箇所に接着剤を点状に塗布し、前記一対の側板
対応する平行な溝を柱に形成して前記側板を挿入して固
定することを要旨としている。In order to achieve the above object, a method for joining columns and beams according to the present invention is a method for joining columns and beams in a rigid frame structure of a wooden building. Similarly, a plate having a pair of side plates having holes for drift pins or bolts is punched from a plate through a bridge portion having holes for drift pins or bolts, and the pair of side plates is separated from the bridge portion so as to face each other. Bend, the pair of side plates have drift pin guide notches at opposing positions, and each side plate is provided with ridges formed by pressing on both sides, and glued to appropriate places on the ridges The gist of the present invention is to apply an agent in the form of dots, form parallel grooves corresponding to the pair of side plates in columns, and insert and fix the side plates.
【0009】前記一対の側板の前記ドリフトピン又はボ
ルト用の穴にボルトを挿入してナットで柱と接合用金物
を締め付けて固定することが望ましい。It is preferable that a bolt is inserted into the hole for the drift pin or the bolt of the pair of side plates, and the column and the joining hardware are fastened and fixed with a nut.
【0010】図1に示すように、木造建築物のラーメン
構造において梁10に柱20を接合するために接合用金
物30が設けられている。前記梁10には前記金物30
の後述する仕口31を受ける穴11が2箇所に形成され
ており、一方で柱20には前記金物を受ける一対の溝2
1が形成されている。As shown in FIG. 1, a metal fitting 30 is provided for connecting a pillar 20 to a beam 10 in a rigid frame structure of a wooden building. The hardware 30 is attached to the beam 10.
The hole 11 for receiving the connection 31 described later is formed in two places, while the pillar 20 has a pair of grooves 2 for receiving the hardware.
1 is formed.
【0011】前記金物30は、一枚の金属板よりドリフ
トピン用の穴32を有する一対のブリッジ部31を介し
て同様にドリフトピン用の穴36を有する一対の側板3
3を有するプレートを打ち抜く。そして、該プレートを
前記ブリッジ部31から折り曲げて前記ブリッジ部31
は仕口を形成する一方で、前記側板はそれぞれ対向して
全体としてビームボックスを構成する。The metal piece 30 is formed of a pair of side plates 3 having a hole 36 for a drift pin through a pair of bridge portions 31 having a hole 32 for a drift pin from a single metal plate.
The plate with 3 is punched. Then, the plate is bent from the bridge portion 31 and the bridge portion 31 is bent.
While forming a connection, the side plates oppose each other to form a beam box as a whole.
【0012】各側板には2箇所に垂直方向に整列したボ
ルト用穴36とその上方には案内斜面35を有する切欠
き34が形成されている。そして前記柱20には前記ド
リフトピン用穴36と切欠き34に対応する位置にドリ
フトピン用穴221 が、そしてその下の2箇所にボルト
用穴222 が形成されている。Each side plate is formed with two vertically aligned bolt holes 36 and a notch 34 having a guide slope 35 above the bolt holes 36. The pillar 20 has a drift pin hole 221 at a position corresponding to the drift pin hole 36 and the notch 34, and a bolt hole 222 at two locations below the drift pin hole 221.
【0013】そして各側板には図1及び図2に示すよう
にその表面と裏面にプレスをかけて水平方向に延長する
6個の畝状突起37が形成されている。As shown in FIGS. 1 and 2, each side plate is formed with six ridge-shaped projections 37 which are pressed on the front and back surfaces and extend in the horizontal direction.
【0014】そして、前記梁10の穴11に前記金物3
0の仕口の部分を挿入しドリフトピンD1 で柱10と金
物30を組み合わせる。さらにボルト(図示せず)を使
用して梁10に接合用金物30を固定する。The hardware 3 is inserted into the hole 11 of the beam 10.
Then, the column 10 and the hardware 30 are combined with the drift pin D1. Further, the metal fitting 30 is fixed to the beam 10 using a bolt (not shown).
【0015】この状態で、前記柱20のドリフトピン用
穴22のうち最も上位に位置するドリフトピン22に一
本のドリフトピンD2を挿入する。次に、図2と図3
(A)に示した用に各畝状突起37の上の適宜箇所に接
着剤Aを点状に塗布する。そして前記金物30の一対の
側板33を前記柱20の一対の桁21にそれぞれ挿入な
がら切欠き34の案内斜面35を利用して既に挿入して
上記ドリフトピンD2 を案内して切欠きの底部にドリフ
トピンD2 を当接させて位置決めする。In this state, one drift pin D2 is inserted into the uppermost drift pin 22 of the drift pin holes 22 of the pillar 20. Next, FIGS. 2 and 3
As shown in (A), the adhesive A is applied in a dot-like manner to an appropriate place on each ridge-shaped projection 37. Then, while inserting the pair of side plates 33 of the metal fitting 30 into the pair of girders 21 of the column 20, respectively, the pair of side plates 33 is already inserted using the guide slopes 35 of the notches 34, and the drift pin D2 is guided to the bottom of the notches The drift pin D2 is brought into contact with and positioned.
【0016】そして、柱20の残り二つの穴22にそれ
ぞれボルトD3 を挿入して金物30の二つの穴36を探
りあて螺入してナット(図示せず)で締め付けて柱20
に金物30を固定する。Then, bolts D3 are inserted into the remaining two holes 22 of the column 20, respectively, and the two holes 36 of the hardware 30 are searched and screwed in, and tightened with nuts (not shown).
Is fixed to the hardware 30.
【0017】以上の実施例において、梁10と柱20を
金物30で接合しているがこれに限ることなく、梁と柱
又は梁と梁或は梁と土台等あらゆる組合せの接合が可能
である。In the above embodiment, the beam 10 and the column 20 are joined by the metal hardware 30, but the present invention is not limited to this, and any combination of the beam and the column, the beam and the beam, or the beam and the base can be joined. .
【0018】以上のように、本発明の柱梁等接合金物の
各側板は両面にプレスをかけて形成した畝状突起を設け
たので柱や梁に形成した穴や溝に挿入して固定すると前
記畝状の突起が木質に食い込み柱や梁の間の摩擦力が増
大する。この結果、この接合金物を木造建築物のラーメ
ン構造に使用すると柱梁等の接合が強固になり、ラーメ
ン構造全体の強度が飛躍的に向上する。このために、木
材建築のプレハブ化或はユニット化が可能になり現場で
の作業を最小限に抑えることができて工期の大幅な短縮
・コストダウンの実行等が可能となる効果がある。As described above, each side plate of the joint metal such as the column and beam of the present invention is provided with ridge-like projections formed by pressing on both sides, so that it can be inserted and fixed in holes or grooves formed in columns and beams. The ridge-shaped protrusions bite into the wood and increase the frictional force between the pillars and beams. As a result, when this metal joint is used for a rigid frame structure of a wooden building, the joints of columns and the like are strengthened, and the strength of the entire rigid frame structure is dramatically improved. For this reason, the prefabrication or unitization of the timber building becomes possible, and the work at the site can be minimized, so that the construction period can be significantly shortened and the cost can be reduced.
【0019】また、請求項2に記載のように前記一対の
側板の有する前記ドリフトピン又はボルト用の穴は専ら
ボルト挿入用であるのでナットと共同で使用することに
より柱と接合用金物の固定がより効果的に行うことがで
きる。Further, the holes for the drift pins or the bolts of the pair of side plates are exclusively used for inserting bolts, so that the pillars and the metal fittings can be fixed together by using the holes together with the nuts. Can be performed more effectively.
【0020】また、請求項3に記載のように、本発明の
柱梁等接合方法は接合用金物の側板に形成した水平の畝
状突起の上に接着剤を塗布してから柱に挿入するので、
前記水平の畝状突起が接着剤滴下を防止することにな
り、これまで実施不可能であった接着剤の使用が現実の
ものとなるばかりでなく接着剤の塗布ムラがなくなっ
た。According to a third aspect of the present invention, in the method for joining columns and beams of the present invention, an adhesive is applied onto a horizontal ridge-shaped projection formed on a side plate of a joining metal piece, and then inserted into the pillar. So
The horizontal ridge-shaped projections prevent the adhesive from dripping, so that not only the use of the adhesive which has been impossible up to now can be realized but also the uneven application of the adhesive.
【0021】また、請求項4に記載のように、前記一対
の側板の前記ドリフトピン又はボルト用の穴に専らボル
トを挿入してナットで柱と接合用金物を締め付けて固定
するので接着剤が溝の中で広がり接着剤の接着面積が大
きくなり接合用金物と木材の間の摩擦と接着剤による接
合力が飛躍的に向上しラーメン構造の強化が現実のもの
となった。According to a fourth aspect of the present invention, a bolt is exclusively inserted into the hole for the drift pin or the bolt of the pair of side plates, and the post and the joining hardware are fastened and fixed with a nut. Spreading in the groove, the bonding area of the adhesive was increased, the friction between the metal fittings and the wood and the bonding force by the adhesive were dramatically improved, and the reinforcement of the ramen structure became a reality.
【図1】 本発明に係る接合金物と柱と桁の組合せの
分解斜視図である。FIG. 1 is an exploded perspective view of a combination of a metal joint, a column, and a girder according to the present invention.
【図2】 前記接合金物の縦断面図である。FIG. 2 is a longitudinal sectional view of the metal joint.
【図3】 (A)は、前記接合金物の側面図、(B)
は平面図、(C)は正面図である。FIG. 3A is a side view of the metal joint, and FIG.
Is a plan view, and (C) is a front view.
【図4】 従来の柱と梁の接合用金物と該金物を利用
した接合方法である。FIG. 4 shows a conventional metal fitting for joining a column and a beam and a joining method using the metal fitting.
10 梁 11 穴 20 柱 21 溝 30 接合金物 31 ブリッジ部 32 穴 33 側番 34 切欠き 35 案内斜面 37 畝状突起 A 接着剤 DESCRIPTION OF SYMBOLS 10 Beam 11 hole 20 pillar 21 groove 30 joining hardware 31 bridge part 32 hole 33 side number 34 notch 35 guide slope 37 ridge projection A adhesive
Claims (4)
る柱梁等の接合に用いる金物で一枚の金属板よりドリフ
トピン又はボルト用の孔を有するブリッジ部を介して同
様にドリフトピン又はボルト用の孔を有する一対の側板
を有するプレートを打ち抜き、該一対の側板を互いに対
向するように前記ブリッジ部から折り曲げ、該一対の側
板はそれぞれ対向する位置にドリフトピン案内用切欠き
を有し、各側板は両面にプレスをかけて形成した水平の
畝状突起を設けたことを特徴とする柱梁等接合金物。1. A hole for a drift pin or bolt through a bridge portion having a hole for a drift pin or bolt from a single metal plate with metal used for joining columns and beams in a rigid frame structure of a wooden building. Punching a plate having a pair of side plates having a pair of side plates, and bending the pair of side plates from the bridge portion so as to face each other.The pair of side plates have drift pin guide notches at opposing positions, and each side plate has a notch. A metal joint, such as a column or beam, provided with horizontal ridge-shaped projections formed by pressing both sides.
フトピン又はボルト用の穴は専らボルト挿入用であるこ
とを特徴とする請求項1に記載の柱梁等接合金物。2. The joint member as claimed in claim 1, wherein holes for the drift pins or bolts of the pair of side plates are exclusively used for bolt insertion.
る柱梁等の接合に用いる金物で一枚の金属板よりドリフ
トピン又はボルト用の孔を有するブリッジ部を介して同
様にドリフトピン又はボルト用の孔を有する一対の側板
を有するプレートを打ち抜き、該一対の側板を互いに対
向するように前記ブリッジ部から折り曲げ、該一対の側
板はそれぞれ対向する位置にドリフトピン案内用切欠き
を有し、各側板は両面にプレスをかけて形成した畝状突
起を設け、前記畝状突起の上の適宜箇所に接着剤を点状
に塗布し、前記一対の側板対応する平行な溝を柱に形成
して前記側板を挿入して固定することを特徴とする柱梁
等の接合方法。3. A hole for a drift pin or a bolt, which is also used for joining columns and beams in a rigid frame structure of a wooden building through a bridge portion having a hole for a drift pin or a bolt from a single metal plate. Punching a plate having a pair of side plates having a pair of side plates, and bending the pair of side plates from the bridge portion so as to face each other.The pair of side plates have drift pin guide notches at opposing positions, and each side plate has a notch. A ridge-like projection formed by pressing on both sides is provided, an adhesive is applied in a dot-like manner at an appropriate position on the ridge-like projection, and a parallel groove corresponding to the pair of side plates is formed in a pillar to form the side plate. A method of joining pillars and beams, etc., characterized by inserting and fixing.
ン又はボルト用の穴にボルトを挿入してナットで柱と接
合用金物を締め付けて固定することを特徴とする請求項
3に記載の柱梁等の接合方法。4. The column and beam according to claim 3, wherein a bolt is inserted into the hole for the drift pin or the bolt of the pair of side plates, and the column and the joining hardware are fastened and fixed with a nut. Joining method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14635297A JP3250972B2 (en) | 1997-06-04 | 1997-06-04 | Beam and column joint hardware and column and beam joint method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14635297A JP3250972B2 (en) | 1997-06-04 | 1997-06-04 | Beam and column joint hardware and column and beam joint method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH10331262A true JPH10331262A (en) | 1998-12-15 |
JP3250972B2 JP3250972B2 (en) | 2002-01-28 |
Family
ID=15405778
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14635297A Expired - Lifetime JP3250972B2 (en) | 1997-06-04 | 1997-06-04 | Beam and column joint hardware and column and beam joint method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3250972B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000213060A (en) * | 1998-11-16 | 2000-08-02 | Nippon Jutaku Mokuzai Gijutsu Center | Joint element for building |
KR101147554B1 (en) * | 2009-11-05 | 2012-05-21 | 서인표 | Fastener for fixing woods |
JP2014214432A (en) * | 2013-04-23 | 2014-11-17 | 株式会社タツミ | Timber joining metal fitting |
JP2015017417A (en) * | 2013-07-11 | 2015-01-29 | 倉敷紡績株式会社 | End cap |
JP2021011793A (en) * | 2019-07-09 | 2021-02-04 | ニットウウッドサプライ合同会社 | Column-beam joint structure and wooden building |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02150302U (en) * | 1989-05-23 | 1990-12-26 | ||
JPH0637402U (en) * | 1992-10-23 | 1994-05-20 | 宏樹 金井 | Beam support bracket with mortise for construction |
JPH09177172A (en) * | 1995-12-28 | 1997-07-08 | Takenaka Komuten Co Ltd | Joint structure of glued laminated wood beam |
-
1997
- 1997-06-04 JP JP14635297A patent/JP3250972B2/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02150302U (en) * | 1989-05-23 | 1990-12-26 | ||
JPH0637402U (en) * | 1992-10-23 | 1994-05-20 | 宏樹 金井 | Beam support bracket with mortise for construction |
JPH09177172A (en) * | 1995-12-28 | 1997-07-08 | Takenaka Komuten Co Ltd | Joint structure of glued laminated wood beam |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000213060A (en) * | 1998-11-16 | 2000-08-02 | Nippon Jutaku Mokuzai Gijutsu Center | Joint element for building |
KR101147554B1 (en) * | 2009-11-05 | 2012-05-21 | 서인표 | Fastener for fixing woods |
JP2014214432A (en) * | 2013-04-23 | 2014-11-17 | 株式会社タツミ | Timber joining metal fitting |
JP2015017417A (en) * | 2013-07-11 | 2015-01-29 | 倉敷紡績株式会社 | End cap |
JP2021011793A (en) * | 2019-07-09 | 2021-02-04 | ニットウウッドサプライ合同会社 | Column-beam joint structure and wooden building |
Also Published As
Publication number | Publication date |
---|---|
JP3250972B2 (en) | 2002-01-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5242239A (en) | Metal connector for building and jointing structure of building using the same | |
JP3250972B2 (en) | Beam and column joint hardware and column and beam joint method | |
JPH10331260A (en) | Device for joining wooden construction member | |
JP3074134B2 (en) | Assembling type makeup column and method of attaching decorative cover member to core pillar in the assembly type makeup column | |
JP3220627B2 (en) | Building hardware | |
JPH0732657Y2 (en) | End structure of columns and beams of wooden frame | |
JPH0747522Y2 (en) | Beam connection hardware | |
JPH03206225A (en) | Junction structure of pole and beam | |
JP2681622B2 (en) | Joint structure of columns and horizontal members in wooden buildings | |
JPH0633049Y2 (en) | Beam joints in wooden construction | |
JP2711162B2 (en) | Column and beam joint structure | |
JP3554711B2 (en) | Connection method and connection hardware of pillar and beam of wooden frame | |
JP3054626B2 (en) | Structure assembling method in wooden building | |
JPH0634971Y2 (en) | Column-beam connection structure in wooden buildings | |
JPH10102603A (en) | Connecting construction between column and beam | |
JP3031391U (en) | Joint fittings for construction and joint construction of buildings using them | |
JP2002061285A (en) | Joint structure for building material | |
JP2857374B2 (en) | Frame connection structure | |
JPH0735604U (en) | Column-beam connection structure in wooden buildings | |
JPH1025811A (en) | Horizontal member joint structure and reinforcing hardware therefor | |
JPH0217042Y2 (en) | ||
JPH0960112A (en) | Building material joint member | |
JP2003343018A (en) | Connection structure of ligneous structural material and connecting metallic fitting | |
JP2553210Y2 (en) | End structure of frame material of wooden frame | |
JPH0444722Y2 (en) |
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 |
|
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: 20081116 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20081116 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20091116 Year of fee payment: 8 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20091116 Year of fee payment: 8 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101116 Year of fee payment: 9 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20111116 Year of fee payment: 10 |
|
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: 20111116 Year of fee payment: 10 |
|
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: 20121116 Year of fee payment: 11 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121116 Year of fee payment: 11 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20131116 Year of fee payment: 12 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |