JP3072016B2 - Anchor bolt mounting bracket - Google Patents

Anchor bolt mounting bracket

Info

Publication number
JP3072016B2
JP3072016B2 JP7050864A JP5086495A JP3072016B2 JP 3072016 B2 JP3072016 B2 JP 3072016B2 JP 7050864 A JP7050864 A JP 7050864A JP 5086495 A JP5086495 A JP 5086495A JP 3072016 B2 JP3072016 B2 JP 3072016B2
Authority
JP
Japan
Prior art keywords
anchor bolt
anchor
anchor plate
screw
mounting bracket
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
JP7050864A
Other languages
Japanese (ja)
Other versions
JPH08246469A (en
Inventor
進 田中
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP7050864A priority Critical patent/JP3072016B2/en
Publication of JPH08246469A publication Critical patent/JPH08246469A/en
Application granted granted Critical
Publication of JP3072016B2 publication Critical patent/JP3072016B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】この発明はアンカボルト取付金具
に関し、特にたとえば建築物の基礎工事においてアンカ
ボルトの固定および高さ調整に用いられる、アンカボル
ト取付金具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor bolt mounting bracket, and more particularly to an anchor bolt mounting bracket used, for example, for fixing anchor bolts and adjusting the height in foundation work of a building.

【0002】[0002]

【従来の技術】従来では、図4に示すように、フーチン
1aからの立上部1bを形成するための型枠2の上端に
アンカプレート3を取り付け、アンカプレート3に形成
された孔3aに外周面にねじ部4aが形成されたアンカ
ボルト4の上端部を通し、ねじ部4aに螺合されたナッ
ト5aおよび5bでアンカプレート3を挟むことによっ
てアンカボルト4をアンカプレート3に取り付けるよう
にしていた。そして、ナット5aおよび5bに対するね
じ部4aのねじ込み長さを調整することによってアンカ
ボルト4の高さを調整するようにしていた。
2. Description of the Related Art Conventionally, as shown in FIG. 4, an anchor plate 3 is attached to an upper end of a mold frame 2 for forming a rising portion 1b from a footing 1a, and an outer periphery is formed in a hole 3a formed in the anchor plate 3. The anchor bolt 4 is attached to the anchor plate 3 by passing the upper end of the anchor bolt 4 having a threaded portion 4a formed on its surface and sandwiching the anchor plate 3 between nuts 5a and 5b screwed to the threaded portion 4a. Was. Then, the height of the anchor bolt 4 is adjusted by adjusting the length of screwing of the screw portion 4a into the nuts 5a and 5b.

【0003】[0003]

【発明が解決しようとする課題】従来技術では、アンカ
ボルト4のねじ部4aに螺合されたナット5aおよび5
bでアンカプレート3を挟むようにしていたので、アン
カボルト4の上端は必ずアンカプレート3の上面よりも
高い位置になければならず、アンカボルト4の上端をア
ンカプレート3の上面より下方に位置決めすることがで
きないという問題点があった。したがって、たとえば、
高さL1 が550mmの立上部1bを形成するのに高さL
2 が600mmの型枠2を用いた場合には、アンカボルト
4の立上部1bの上面から突出する部分の長さL3
(L3 >L2 −L1 )を満足するように50mm以上必要
となり、実際に必要な長さが45mm程度であれば5mm以
上の長さをコンクリートの打設後に切断しなければなら
なかった。
In the prior art, the nuts 5a and 5a screwed to the thread 4a of the anchor bolt 4 are known.
b, the upper end of the anchor bolt 4 must be positioned higher than the upper surface of the anchor plate 3, and the upper end of the anchor bolt 4 must be positioned below the upper surface of the anchor plate 3. There was a problem that can not be. So, for example,
The height L to a height L 1 to form a rising portion 1b of 550mm
When the mold frame 2 is 600 mm, the length L 3 of the portion protruding from the upper surface of the rising portion 1 b of the anchor bolt 4 is 50 mm or more so as to satisfy (L 3 > L 2 −L 1 ). If the actual length required was about 45 mm, the length of 5 mm or more had to be cut after the concrete was cast.

【0004】また、ナット5aおよび5bでアンカプレ
ート3を挟むようにしていたので、アンカボルト4の高
さを調整する際には、ナット5aおよび5bを緩めなけ
ればならず、作業性が悪いという問題点があった。この
ような問題点を解消し得る他の従来技術として図5に示
すようなアンカプレート6が知られている。このアンカ
プレート6ではアンカボルト4を支持する支持部6aが
型枠2の上端から所定間隔下がった位置に設けられ、支
持部6aには貫通孔6bが形成される。そして、貫通孔
6bにアンカボルト4が挿通され、アンカボルト4のね
じ部4aに高さ調整用のナット7が螺合される。この従
来技術によれば、アンカボルト4を任意の高さで簡単に
支持できるという利点を有するものの、アンカボルト4
を貫通孔6bに挿通するだけなので、アンカボルト4を
確実に固定することができず、アンカボルト4の位置ず
れが生じる恐れがあった。
Further, since the anchor plate 3 is sandwiched between the nuts 5a and 5b, when adjusting the height of the anchor bolt 4, the nuts 5a and 5b must be loosened, resulting in poor workability. was there. An anchor plate 6 as shown in FIG. 5 is known as another conventional technique capable of solving such a problem. In the anchor plate 6, a support portion 6a for supporting the anchor bolt 4 is provided at a position lower than the upper end of the mold frame 2 by a predetermined distance, and a through hole 6b is formed in the support portion 6a. Then, the anchor bolt 4 is inserted into the through hole 6b, and the nut 7 for height adjustment is screwed into the screw portion 4a of the anchor bolt 4. According to this conventional technique, although the anchor bolt 4 can be easily supported at an arbitrary height, the anchor bolt 4 can be easily supported.
Is merely inserted through the through hole 6b, so that the anchor bolt 4 cannot be securely fixed, and the anchor bolt 4 may be displaced.

【0005】それゆえに、この発明の主たる目的は、ア
ンカボルトを任意の高さで確実に、しかも簡単に固定で
きるアンカボルト取付金具を提供することである。
[0005] Therefore, a main object of the present invention is to provide an anchor bolt mounting bracket which can securely and easily fix an anchor bolt at an arbitrary height.

【0006】[0006]

【課題を解決するための手段】この発明は、外周面に第
1のねじ部が形成されたアンカボルトをアンカプレート
取り付けるための取付金具であって、アンカプレート
に形成された孔を貫通してアンカプレートの上面および
下面に露出する本体、本体に設けられてアンカプレート
の下面に当接する当接部、本体のアンカプレートの上面
に露出する部分の外周面に形成された第2のねじ部、
体に上下方向へ延びて形成され、かつアンカボルトが貫
通される貫通孔、貫通孔の内周面に形成され、かつアン
カボルトの第1のねじ部に螺合される第3のねじ部、お
よび第2のねじ部に螺合される第4のねじ部を有し、か
つ当接部とともにアンカプレートを挟持するねじ部材を
備える、アンカボルト取付金具である。
According to the present invention, the outer peripheral surface has
Anchor bolt with 1 threaded part is attached to anchor plate
A mounting bracket for attachment to a body through a hole formed in the anchor plate is exposed on the upper surface and the lower surface of the anchor plate, the abutment portion abutting provided in the body to the lower surface of the anchor plate, the main body A second screw portion and a book formed on the outer peripheral surface of a portion exposed on the upper surface of the anchor plate;
It is formed vertically on the body and the anchor bolt
Through holes passed through hole is formed on the inner peripheral surface of, and the first third of the screw portion that will be screwed into the threaded portion of the anchor bolt, and a fourth that is screwed into the second threaded portion An anchor bolt mounting bracket having a screw portion and a screw member for holding an anchor plate together with a contact portion.

【0007】[0007]

【作用】アンカプレートに形成された孔にアンカボルト
取付金具の本体を下方から挿通し、本体の外周に形成さ
れた第2のねじ部にねじ部材の第4のねじ部を螺合し、
本体に固着された当接部とねじ部材とでアンカプレート
を挟むことによってアンカボルト取付金具をアンカプレ
ートに固定する。そして、貫通孔の内周面に形成された
第3のねじ部にアンカボルトの外周面に形成された第1
のねじ部を下方から螺合し、螺合長さを調整することに
よってアンカボルトの高さを調整する。本体はアンカプ
レートに形成された孔を貫通してアンカプレートの下面
に露出して配置されるので、アンカプレートの上面より
も下方でアンカボルトを支持できる。すなわち、アンカ
プレートの位置によってアンカボルトの高さが制限され
ることはない。
The main body of the anchor bolt mounting bracket is inserted into the hole formed in the anchor plate from below, and the fourth screw portion of the screw member is screwed into the second screw portion formed on the outer periphery of the main body.
The anchor bolt mounting bracket is fixed to the anchor plate by sandwiching the anchor plate between the contact portion fixed to the main body and the screw member. Then, the first screw formed on the outer peripheral surface of the anchor bolt is formed on the third screw portion formed on the inner peripheral surface of the through hole.
Is screwed from below, and the height of the anchor bolt is adjusted by adjusting the screwing length. Since the main body penetrates the hole formed in the anchor plate and is exposed to the lower surface of the anchor plate, the main body can support the anchor bolt below the upper surface of the anchor plate. That is, the height of the anchor bolt is not limited by the position of the anchor plate.

【0008】[0008]

【発明の効果】この発明によれば、アンカボルトを任意
の高さで確実に、しかも簡単に固定できる。したがっ
て、アンカボルトを切断する手間を省くことができ、ま
た、アンカボルトの位置ずれを防止できる。この発明の
上述の目的,その他の目的,特徴および利点は、図面を
参照して行う以下の実施例の詳細な説明から一層明らか
となろう。
According to the present invention, the anchor bolt can be securely and easily fixed at an arbitrary height. Therefore, it is possible to save time and effort for cutting the anchor bolt, and to prevent displacement of the anchor bolt. The above and other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings.

【0009】[0009]

【実施例】図1に示すこの実施例のアンカボルト取付金
具10は、図2および図3に示すように、型枠12の上
端に取り付けられたアンカプレート14にアンカボルト
16を取り付けるとともにアンカボルト16の高さを調
整するためのものである。ここで、アンカプレート14
は、図2からよくわかるように、アンカボルト16を通
す孔18を有する略四角形の板状に形成され、取付ねじ
20を用いて型枠12の上端に取り付けられる。一方、
アンカボルト16は、棒状の本体22を含み、本体22
の上端部外周面にはねじ部(雄ねじ)24が形成され
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An anchor bolt mounting bracket 10 of this embodiment shown in FIG. 1 has an anchor bolt 16 mounted on an anchor plate 14 mounted on an upper end of a formwork 12 as shown in FIGS. 16 for adjusting the height. Here, the anchor plate 14
2 is formed in a substantially rectangular plate shape having a hole 18 through which the anchor bolt 16 passes, and is attached to the upper end of the mold 12 by using an attachment screw 20. on the other hand,
The anchor bolt 16 includes a rod-shaped main body 22.
A screw portion (male screw) 24 is formed on the outer peripheral surface of the upper end portion of the screw.

【0010】取付金具10(図1)は、略円筒状の本体
26を含む。本体26の長手方向略中央部外周面には、
その上面がアンカプレート14の下面に当接する当接部
28が固着され、本体26の当接部28より上側部分の
外周面にはねじ部(雄ねじ)30が形成される。また、
本体26の中心部には本体26を上下方向に貫通する貫
通孔32が形成され、貫通孔32の内周面には上下方向
全長にわたってねじ部(雌ねじ)34が形成される。そ
して、本体26のねじ部30には、ねじ部(雌ねじ)3
5を有するナット36が螺合される。
The mounting bracket 10 (FIG. 1) includes a substantially cylindrical main body 26. On the outer peripheral surface of the main body 26 at a substantially central portion in the longitudinal direction,
A contact portion 28 whose upper surface is in contact with the lower surface of the anchor plate 14 is fixed, and a screw portion (male screw) 30 is formed on the outer peripheral surface of the upper portion of the body 26 above the contact portion 28. Also,
A through hole 32 penetrating the main body 26 in the vertical direction is formed at the center of the main body 26, and a thread portion (female screw) 34 is formed on the inner peripheral surface of the through hole 32 over the entire length in the vertical direction. The screw portion 30 of the main body 26 has a screw portion (female screw) 3.
A nut 36 having a 5 is screwed.

【0011】取付金具10を用いてアンカボルト16を
アンカプレート14に取り付ける際には、まず、ねじ部
30からナット36を取り外した状態で本体26のねじ
部30が形成された部分をアンカプレート14の孔18
に下方から挿通し、ねじ部30にナット36(ねじ部3
5)を螺合し、当接部28とナット36とでアンカプレ
ート14を挟持して取付金具10をアンカプレート14
に確実に固定する。そして、アンカボルト16のねじ部
24を取付金具10のねじ部34に下方から螺合し、ね
じ部34に対するねじ部24の螺合長さを調整すること
によってアンカボルト16の高さを調整する。その後、
図3からよくわかるように、型12によって形成された
型内にコンクリート38を打設する。
When the anchor bolt 16 is attached to the anchor plate 14 using the attachment fitting 10, first, with the nut 36 removed from the screw portion 30, the portion of the main body 26 where the screw portion 30 is formed is attached to the anchor plate 14. Hole 18
Into the screw portion 30 from below, and the nut 36 (screw portion 3
5) is screwed, the anchor plate 14 is sandwiched between the contact portion 28 and the nut 36, and the mounting bracket 10 is
Securely. Then, the screw portion 24 of the anchor bolt 16 is screwed into the screw portion 34 of the mounting bracket 10 from below, and the height of the anchor bolt 16 is adjusted by adjusting the screwing length of the screw portion 24 to the screw portion 34. . afterwards,
As can be clearly seen from FIG. 3, concrete 38 is cast into the mold formed by the mold 12.

【0012】そして、コンクリート38が硬化すると、
取付ねじ20およびナット36を外してアンカプレート
14を型枠12から取り外すとともに本体26を回して
アンカボルト16から取付金具10を取り外す。この実
施例によれば、当接部28とナット36とでアンカプレ
ート14を挟むことによって取付金具10をアンカプレ
ート14に固定し、かつ、ねじ部24とねじ部34とを
螺合することによってアンカボルト16を取付金具10
に固定するようにしているので、アンカボルト16をア
ンカプレート14に確実に固定できる。したがって、ア
ンカボルト16の位置ずれ等を防止できる。
Then, when the concrete 38 hardens,
The mounting screw 20 and the nut 36 are removed, the anchor plate 14 is removed from the mold 12, and the main body 26 is turned to remove the mounting bracket 10 from the anchor bolt 16. According to this embodiment, the mounting bracket 10 is fixed to the anchor plate 14 by sandwiching the anchor plate 14 between the contact portion 28 and the nut 36, and the screw portion 24 and the screw portion 34 are screwed together. Connect the anchor bolt 16 to the mounting bracket 10
The anchor bolt 16 can be securely fixed to the anchor plate 14. Therefore, displacement of the anchor bolt 16 can be prevented.

【0013】また、取付金具10の本体26がアンカプ
レート14の下面に露出して配置されるので、その部分
に形成されたねじ部34にねじ部24を螺合することに
よって、アンカボルト16の高さをアンカプレート14
より下方で調整できる。したがって、本体26のアンカ
プレート14の下面に露出する部分の長さを長めに設定
しておくことによって、アンカボルト16のコンクリー
ト38(立上部)上面から突出する部分の長さを任意に
調整でき、アンカボルト16を所定長さに切断する手間
を省くことができる。
Further, since the main body 26 of the mounting bracket 10 is disposed so as to be exposed on the lower surface of the anchor plate 14, the screw portion 24 is screwed into the screw portion 34 formed at that portion, whereby the anchor bolt 16 Height to anchor plate 14
Can be adjusted below. Therefore, by setting the length of the portion of the main body 26 exposed on the lower surface of the anchor plate 14 to be longer, the length of the portion of the anchor bolt 16 protruding from the upper surface of the concrete 38 (rise portion) can be arbitrarily adjusted. In addition, the labor for cutting the anchor bolt 16 to a predetermined length can be omitted.

【0014】さらに、本体26のねじ部34に対するア
ンカボルト16のねじ部24の螺合長さを調整するだけ
で、アンカボルト16の高さを簡単に調整できる。
Further, the height of the anchor bolt 16 can be easily adjusted only by adjusting the screw length of the screw portion 24 of the anchor bolt 16 to the screw portion 34 of the main body 26.

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

【図1】この発明の一実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】図1実施例の使用状態を示す平面図である。FIG. 2 is a plan view showing a use state of the embodiment in FIG. 1;

【図3】図2におけるIII-III 線断面図である。FIG. 3 is a sectional view taken along line III-III in FIG. 2;

【図4】従来技術を示す図解図である。FIG. 4 is an illustrative view showing a conventional technique;

【図5】他の従来技術を示す図解図である。FIG. 5 is an illustrative view showing another related art;

【符号の説明】[Explanation of symbols]

10 …アンカボルト取付金具 12 …型枠 14 …アンカプレート 16 …アンカボルト 18 …孔 24,30,34 …ねじ部 26 …本体 28 …当接部 32 …貫通孔 36 …ナット DESCRIPTION OF SYMBOLS 10 ... Anchor bolt mounting bracket 12 ... Form 14 ... Anchor plate 16 ... Anchor bolt 18 ... Hole 24,30,34 ... Screw part 26 ... Main body 28 ... Abutment part 32 ... Through hole 36 ... Nut

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02D 27/00 ──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int. Cl. 7 , DB name) E02D 27/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】外周面に第1のねじ部が形成されたアンカ
ボルトをアンカプレートに取り付けるための取付金具で
あって、 前記アンカプレートに形成された孔を貫通して前記アン
カプレートの上面および下面に露出する本体、前記本体に設けられて 前記アンカプレートの下面に当接
する当接部、 前記本体の前記アンカプレートの上面に露出する部分の
外周面に形成された第2のねじ部、前記本体に上下方向へ延びて形成され、かつ前記アンカ
ボルトが貫通される 貫通孔、 前記貫通孔の内周面に形成され、かつ前記アンカボルト
の前記第1のねじ部に螺合される第3のねじ部、および
前記第2のねじ部に螺合される第4のねじ部を有し、か
つ前記当接部とともに前記アンカプレートを挟持するね
じ部材を備える、アンカボルト取付金具。
An anchor having a first threaded portion formed on an outer peripheral surface thereof.
A mounting bracket for mounting a bolt to an anchor plate , wherein the main body is provided on the upper surface and the lower surface of the anchor plate through a hole formed in the anchor plate, and provided on the lower surface of the anchor plate. An abutting portion that abuts; a second screw portion formed on an outer peripheral surface of a portion of the main body that is exposed on the upper surface of the anchor plate ;
Through hole bolt is penetrated, the formed on the inner peripheral surface of the through hole, and screw the third screw portion that will be screwed into the first threaded portion of the anchor bolt, and said second threaded portion An anchor bolt mounting bracket having a fourth screw portion to be fitted and a screw member for holding the anchor plate together with the contact portion.
JP7050864A 1995-03-10 1995-03-10 Anchor bolt mounting bracket Expired - Lifetime JP3072016B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7050864A JP3072016B2 (en) 1995-03-10 1995-03-10 Anchor bolt mounting bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7050864A JP3072016B2 (en) 1995-03-10 1995-03-10 Anchor bolt mounting bracket

Publications (2)

Publication Number Publication Date
JPH08246469A JPH08246469A (en) 1996-09-24
JP3072016B2 true JP3072016B2 (en) 2000-07-31

Family

ID=12870599

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7050864A Expired - Lifetime JP3072016B2 (en) 1995-03-10 1995-03-10 Anchor bolt mounting bracket

Country Status (1)

Country Link
JP (1) JP3072016B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4495490B2 (en) * 2004-03-17 2010-07-07 大和ハウス工業株式会社 Foundation construction method
JP2013011053A (en) * 2011-05-31 2013-01-17 Marunaka:Kk Anchor bolt holder for concrete foundation and retainer with anchor bolt
WO2013171040A1 (en) 2012-05-15 2013-11-21 Siemens Aktiengesellschaft Foundation anchor for industrial-scale machines
JP6012336B2 (en) * 2012-08-21 2016-10-25 住友林業株式会社 Anchor bolt support bracket
JP7182383B2 (en) * 2018-06-28 2022-12-02 大和ハウス工業株式会社 Building foundation construction method

Also Published As

Publication number Publication date
JPH08246469A (en) 1996-09-24

Similar Documents

Publication Publication Date Title
JP3072016B2 (en) Anchor bolt mounting bracket
JP3032104B2 (en) Fixing method of pillar lower end
JP2571724B2 (en) How to build a concrete retaining wall
JP3336367B2 (en) Steel column base structure and construction method of steel column base
JP3024737B2 (en) Anchor plate support bracket
JP3730049B2 (en) Strut reinforcement with legs for retrofitting pillars in concrete structures
JPH05493Y2 (en)
JP3253047B2 (en) How to fix the base plate for construction
JP2974046B2 (en) Level adjuster
JPH0529281Y2 (en)
JP2600114Y2 (en) Plate fastener for PC board mounting
JPH0229127Y2 (en)
JPH0340982Y2 (en)
JPH085211Y2 (en) PC board mounting device
JPH0455134Y2 (en)
JP2607137B2 (en) How to bury the mounting bracket for mounting the support material
JPS6242055Y2 (en)
JPH11270134A (en) Veranda supporting reinforcement anchor
JPH0240190Y2 (en)
JP2815805B2 (en) Anchor bolt support device
JP3307550B2 (en) Structure for attaching members to the base of a wooden building
JPS5938524Y2 (en) Anchor bolt support for concrete foundation
JP2556660B2 (en) Elbow pot mounting structure
JP2603329Y2 (en) Anchor bolt fixing device
JPH0519455Y2 (en)

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: 20000516

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

Free format text: PAYMENT UNTIL: 20080526

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20090526

Year of fee payment: 9

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

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

Free format text: PAYMENT UNTIL: 20090526

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: 20100526

Year of fee payment: 10

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

Free format text: PAYMENT UNTIL: 20110526

Year of fee payment: 11

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

Free format text: PAYMENT UNTIL: 20110526

Year of fee payment: 11

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

Free format text: PAYMENT UNTIL: 20120526

Year of fee payment: 12

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

Free format text: PAYMENT UNTIL: 20120526

Year of fee payment: 12

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: 20120526

Year of fee payment: 12

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: 20130526

Year of fee payment: 13

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: 20130526

Year of fee payment: 13

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: 20130526

Year of fee payment: 13

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