JPH09301231A - Elastic crawler - Google Patents

Elastic crawler

Info

Publication number
JPH09301231A
JPH09301231A JP8119026A JP11902696A JPH09301231A JP H09301231 A JPH09301231 A JP H09301231A JP 8119026 A JP8119026 A JP 8119026A JP 11902696 A JP11902696 A JP 11902696A JP H09301231 A JPH09301231 A JP H09301231A
Authority
JP
Japan
Prior art keywords
core
wire
crawler
twist
core strand
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.)
Pending
Application number
JP8119026A
Other languages
Japanese (ja)
Inventor
Eiji Yamaguchi
栄士 山口
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.)
Ohtsu Tire and Rubber Co Ltd
Original Assignee
Ohtsu Tire and Rubber 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 Ohtsu Tire and Rubber Co Ltd filed Critical Ohtsu Tire and Rubber Co Ltd
Priority to JP8119026A priority Critical patent/JPH09301231A/en
Publication of JPH09301231A publication Critical patent/JPH09301231A/en
Pending legal-status Critical Current

Links

Classifications

    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B1/00Constructional features of ropes or cables
    • D07B1/06Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core
    • D07B1/0606Reinforcing cords for rubber or plastic articles
    • D07B1/0613Reinforcing cords for rubber or plastic articles the reinforcing cords being characterised by the rope configuration
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B1/00Constructional features of ropes or cables
    • D07B1/06Ropes or cables built-up from metal wires, e.g. of section wires around a hemp core
    • D07B1/0606Reinforcing cords for rubber or plastic articles
    • D07B1/062Reinforcing cords for rubber or plastic articles the reinforcing cords being characterised by the strand configuration
    • D07B1/0626Reinforcing cords for rubber or plastic articles the reinforcing cords being characterised by the strand configuration the reinforcing cords consisting of three core wires or filaments and at least one layer of outer wires or filaments, i.e. a 3+N configuration
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2015Strands
    • D07B2201/2024Strands twisted
    • D07B2201/2027Compact winding
    • D07B2201/2028Compact winding having the same lay direction and lay pitch
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2015Strands
    • D07B2201/2024Strands twisted
    • D07B2201/2029Open winding
    • D07B2201/2031Different twist pitch
    • D07B2201/2032Different twist pitch compared with the core

Landscapes

  • Ropes Or Cables (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent a steel cord, which is embedded in a crawler body and serves as a tension member, from being broken. SOLUTION: The core strand 7 of this elastic crawler 1 formed by embedding, in an endless crawler body 2 consisting of elastic members, steel cords 3 where a plurality of side strands 8 are twisted outside a core strand 7 so as to be endless in the band longitudinal direction has a twisted structure of two or more layers consisting of two or more core-wires 7A and a plurality of side wires 7B twisted around them. The twisting coefficient Kc of the core-wire 7A satisfies a condition of 12.0<=Kc<=30.0, and the twisting coefficient Kj of the side wire 7B satisfies a condition of 12.0<=Kj(R)65.0.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、農機、建機、雪上
車、各種運搬車等の走行装置として使用される弾性クロ
ーラに係り、特に、該弾性クローラ本体内に埋設されて
いる抗張体としてのスチールコードの改良に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an elastic crawler used as a traveling device for agricultural machines, construction machines, snow vehicles, various transport vehicles, and the like, and more particularly to a tensile body embedded in the elastic crawler body. It is related to the improvement of the steel cord as.

【0002】[0002]

【従来の技術】弾性材料よりなる無端帯状のクローラ本
体内に、芯ストランドと外側に複数本の側ストランドを
撚合しているスチールコードを帯長手方向に無端状とし
て埋設している弾性クローラにおいて、スチールコード
は良好な曲げ疲労性と高いコード強力が求められるた
め、7×n構造(例えば7×12構造)が一般的に採用
されている。
2. Description of the Related Art In an elastic crawler in which an endless strip-shaped crawler body made of an elastic material is embedded with a steel cord in which a core strand and a plurality of side strands are twisted on the outside in an endless strip in the longitudinal direction of the strip. Since a steel cord is required to have good bending fatigue resistance and high cord strength, a 7 × n structure (for example, 7 × 12 structure) is generally adopted.

【0003】芯抜けを防止しかつ発錆を防止するため
に、芯ストランドを構成する心線の線径をこれに接する
側線の線径に対して1.04倍以上とした技術を本出願
人は提案している(特開平7−69253号公報参
照)。
In order to prevent core slippage and prevent rusting, the present applicant has proposed a technique in which the diameter of the core wire forming the core strand is 1.04 times or more the diameter of the side wire in contact with the core wire. Have been proposed (see JP-A-7-69253).

【0004】[0004]

【発明が解決しようとする課題】7×n構造のスチール
コードの場合、芯ストランドの回りに6束の側ストラン
ドが撚られており、芯ストランド自身は直線的にコード
中心部に配列されている為、スチールコードのオーバー
ラップ部の内周側に発生する圧縮曲げ応力に起因する芯
ストランドの破断が発生することがあり、場合によって
は、コード破断に成長し、ついにはクローラ切断に至る
ことがあった。
In the case of a steel cord of 7 × n structure, six bundles of side strands are twisted around a core strand, and the core strand itself is linearly arranged in the center of the cord. Therefore, the core strand may be broken due to the compressive bending stress generated on the inner peripheral side of the overlapped portion of the steel cord, and in some cases, the cord may be broken to eventually lead to crawler cutting. there were.

【0005】そこで本発明では、芯ストランドを構成す
る心線及び側線の撚係数を特定することにより、芯スト
ランドがバネ効果で圧縮曲げ応力を吸収することによっ
てコード破断を阻止するようにしたものである。
Therefore, in the present invention, by specifying the twisting coefficient of the core wire and the side wire constituting the core strand, the core strand absorbs the compressive bending stress by the spring effect to prevent the cord from breaking. is there.

【0006】[0006]

【課題を解決するための手段】本発明は、弾性材料より
なる無端帯状のクローラ本体2内に、芯ストランド7の
外側に複数の側ストランド8を撚合しているスチールコ
ード3を帯長手方向に無端状として埋設している弾性ク
ローラ1であって、前述の目的を達成するために、次の
技術的手段を講じている。
According to the present invention, a steel cord 3 in which a plurality of side strands 8 are twisted outside a core strand 7 is provided in a crawler main body 2 made of an elastic material and having an endless strip shape. The elastic crawler 1 is embedded in the endless shape, and the following technical measures are taken in order to achieve the above-mentioned object.

【0007】すなわち、本発明は、前記芯ストランド7
は2本以上の心線7Aと、この回りに撚られた複数本の
側線7Bとからなる2層以上の層撚り構造となってお
り、前記心線7Aの撚係数Kcが12.0≦Kc≦3
0.0の条件を満たし、更に、前記側線7Bの撚係数K
jが12.0≦Kj≦65.0の条件を満たしているこ
とを特徴とする弾性クローラ。
That is, according to the present invention, the core strand 7
Has a layer twist structure of two or more layers consisting of two or more core wires 7A and a plurality of side wires 7B twisted around this, and the twist coefficient Kc of the core wires 7A is 12.0 ≦ Kc. ≤3
Satisfies the condition of 0.0, and further, twist coefficient K of the side wire 7B
An elastic crawler characterized in that j satisfies the condition of 12.0 ≦ Kj ≦ 65.0.

【0008】但し、Kc=Pc/DcでPcは心線の撚
ピッチ(mm)、Dcは心線のフィラメント径(mm)
であり、Kj=Pj/DjでPjは側線の撚ピッチ(m
m)、Djは側線のフィラメント径(mm)である。ま
た、前記Dcが0.20mm、Djが0.20mmでP
cが5.0mm、Pjが10.0mmでKcが25.
0、Kjが50.0とされていることが望ましく、更
に、前記Dcが0.20mm、Djが0.20mmでP
cが3.5mm、Pjが5.0mmでKcが17.5、
Kjが25.0とされていることが望ましい。
Where Kc = Pc / Dc, where Pc is the twist pitch (mm) of the core wire, and Dc is the filament diameter (mm) of the core wire.
And Kj = Pj / Dj and Pj is the twist pitch (m
m) and Dj are filament diameters (mm) of the lateral lines. When Dc is 0.20 mm and Dj is 0.20 mm, P
c is 5.0 mm, Pj is 10.0 mm, and Kc is 25.
0, Kj is preferably set to 50.0, and further, when Dc is 0.20 mm and Dj is 0.20 mm, P
c is 3.5 mm, Pj is 5.0 mm and Kc is 17.5,
It is desirable that Kj be 25.0.

【0009】以上の構成を採用したことにより、芯スト
ランド7がバネ効果で圧縮曲げ応力を吸収し、該芯スト
ランド7の破断を防止するのである。
By adopting the above construction, the core strand 7 absorbs the compressive bending stress by the spring effect and prevents the core strand 7 from breaking.

【0010】[0010]

【発明の実施の形態】以下、図を参照して本発明の実施
の形態を説明する。図1(1)(2)において、本発明
に係る弾性クローラ1は、ゴムその他のエラストマー等
の弾性材料よりなる無端帯状のクローラ本体2内に、ス
チールコード3を帯長手方向に無端状として埋設してい
る。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. 1 (1) and (2), an elastic crawler 1 according to the present invention has a steel cord 3 embedded in an endless strip-shaped crawler body 2 made of an elastic material such as rubber or other elastomer in the longitudinal direction of the strip. are doing.

【0011】スチールコード3は、クローラ本体2に帯
長手方向の間隔をおいて列設している横置補強体(芯
金)4の外周にその複数本が打込まれており、その一端
3Aと他端3Bは接合部においてオーバーラップされて
いる。なお、クローラ本体2は駆動スプロケット5と図
外の従動スプロケットに巻掛けられており、ガイド突起
4Aを有する横置補強体4と対応して接地側にはラグ6
を一体に備えている。
A plurality of steel cords 3 are driven into the outer periphery of a horizontal reinforcing body (core bar) 4 arranged in the crawler main body 2 at intervals in the longitudinal direction of the band, and one end 3A thereof is formed. And the other end 3B overlap at the joint. The crawler body 2 is wound around a drive sprocket 5 and a driven sprocket (not shown), and a lug 6 is provided on the ground side in correspondence with the lateral reinforcement 4 having a guide protrusion 4A.
Is provided integrally.

【0012】スチールコード3は、図1(3)で示すよ
うに芯ストランド7の外側に図では6本の側ストランド
8を撚合してなる。芯ストランド7は図では3本の心線
7Aの回りに9本の側線7Bとからなる2層以上の層撚
り構造となっており、側ストランド8についても3本の
心線8Aの回りに9本の側線8Bとからなる2層以上の
層撚り構造となっている。
The steel cord 3 is formed by twisting six side strands 8 in the figure on the outside of the core strand 7 as shown in FIG. 1 (3). In the figure, the core strand 7 has a layered structure of two or more layers consisting of three side wires 7A and nine side wires 7B, and the side strands 8 also have 9 layers around the three core wires 8A. It has a layer-twisted structure of two or more layers composed of the side wires 8B of the book.

【0013】芯ストランド7における心線7Aの撚係数
Kcが12.0≦Kc≦30.0の条件とされており、
撚係数KcはPc/Dcであって、Pcは心線7Aの撚
ピッチ(mm)、Dcは心線7Aのフィラメント径(m
m)である。ここで、撚係数Kcの値を12.0以上と
したのは、12.0未満の場合であると撚りをかけるの
が困難で生産効果が悪くコスト高となるだけでなく、撚
りによる強度低下が大きくなるからであり、一方、Kc
の値を30.0以下としたのは、30.0を超えると圧
縮曲げ応力をバネ効果で吸収することができ難いからで
ある。
The twisting coefficient Kc of the core wire 7A in the core strand 7 is set to 12.0≤Kc≤30.0,
The twist coefficient Kc is Pc / Dc, where Pc is the twist pitch (mm) of the core wire 7A, and Dc is the filament diameter (m of the core wire 7A.
m). Here, the value of the twist coefficient Kc is set to 12.0 or more. When the twist coefficient Kc is less than 12.0, it is difficult to apply the twist, the production effect is poor, the cost is high, and the strength is reduced by the twist. On the other hand, Kc
The value of 3 is set to 30.0 or less because if it exceeds 30.0, it is difficult to absorb the compressive bending stress by the spring effect.

【0014】更に、芯ストランド7における側線7Bの
撚係数Kjは12.0≦Kj≦65.0の条件とされて
おり、該撚係数KjはPj/Djであって、Pjは撚り
ピッチ(mm)、Djはフィラメント径(mm)であ
る。ここで、撚係数Kjの値を、12.0以上としたの
は、12.0未満であると撚りをかけるのが困難で生産
効果が悪くコスト高になるだけでなく、撚りによる強力
低下が大きくなるからであり、一方、Kjの値を65.
0以下としたのは、65.0を超えると圧縮曲げ応力を
吸収する効果がなくなるからである。
Further, the twist coefficient Kj of the side wire 7B in the core strand 7 is set to 12.0≤Kj≤65.0, and the twist coefficient Kj is Pj / Dj, and Pj is the twist pitch (mm). ) And Dj are filament diameters (mm). Here, the value of the twist coefficient Kj is set to 12.0 or more. If the twist coefficient Kj is less than 12.0, it is difficult to twist, the production effect is poor, the cost is high, and the strength is reduced by twisting. This is because the value of Kj becomes 65.
The reason why it is set to 0 or less is that when it exceeds 65.0, the effect of absorbing the compressive bending stress is lost.

【0015】なお、Kcとは異なり30.0<Kj≦6
5.0でも効果があるのは、側線7Bのフィラメントは
心線7Aの回りに撚られているためコード長手方向に対
するフィラメントの撚角度が大きくなり、30.0<K
j≦65.0でも圧縮曲げ応力を吸収し、芯ストランド
7の破断を阻止する効果があるからである。
Unlike Kc, 30.0 <Kj ≦ 6
Even with 5.0, the effect is that the filament of the side wire 7B is twisted around the core wire 7A, so that the twist angle of the filament with respect to the longitudinal direction of the cord becomes large and 30.0 <K
This is because even if j ≦ 65.0, the compressive bending stress is absorbed and the breakage of the core strand 7 is prevented.

【0016】[0016]

【実施例】(3+9×0.20)+6(1×12×0.
20)のスチールコードをクローラサイズ55(幅)c
m−90(ピッチ)mm×56(リンク数)に打込本数
30本として埋設した場合の実施例1および実施例2と
比較例1および2とのオーバーラップ部における芯スト
ランド破断本数を下記表1に示す。
EXAMPLE (3 + 9 × 0.20) +6 (1 × 12 × 0.
20) Steel cord crawler size 55 (width) c
The following table shows the number of broken core strands in the overlapped portion between Example 1 and Example 2 and Comparative Examples 1 and 2 when embedded at m-90 (pitch) mm × 56 (number of links) with 30 driving lines. Shown in 1.

【0017】但し、破断本数は実機にて600時間走行
し、走行後コードを取り出して調査した。
However, the number of breakages was run for 600 hours in an actual machine, and after running, the cord was taken out and investigated.

【0018】[0018]

【表1】 [Table 1]

【0019】上記表1でも明らかな如く、本発明の実施
例1および2では破断本数は0本であったのに対し、比
較例1ではトータル35本、比較例2ではトータル20
本であった。なお、実施例は芯ストランド7は3本であ
るが、これは2本以上の複数本であれば良い。
As is clear from Table 1 above, the number of breaks was 0 in Examples 1 and 2 of the present invention, whereas the total number of breaks was 35 in Comparative Example 1 and 20 in Comparative Example 2.
It was a book. Although the number of the core strands 7 is three in the embodiment, this may be a plurality of two or more.

【0020】[0020]

【発明の効果】以上詳述した通り、本発明によれば、巻
掛け部の内周側に発生する圧縮曲げ応力に起因する芯ス
トランドの破断を、該ストランドのバネ効果で圧縮曲げ
応力を緩和吸収することにより確実に防止でき、ここ
に、耐久性に富んだ弾性クローラを提供できる。
As described in detail above, according to the present invention, the breakage of the core strand due to the compressive bending stress generated on the inner peripheral side of the wound portion is relieved by the spring effect of the strand. By absorbing it, it can be surely prevented, and an elastic crawler with high durability can be provided here.

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

【図1】本発明の実施態様を示し、(1)はクローラ巻
掛け部の断面図、(2)は(1)のA−A拡大断面図、
(3)はスチールコードの断面図、(4)は芯ストラン
ドの断面図である。
1 shows an embodiment of the present invention, (1) is a cross-sectional view of a crawler winding portion, (2) is an AA enlarged cross-sectional view of (1),
(3) is a sectional view of a steel cord, and (4) is a sectional view of a core strand.

【符号の説明】[Explanation of symbols]

1 弾性クローラ 2 クローラ本体 3 スチールコード 7 芯ストランド 7A 心線 7B 側線 1 Elastic Crawler 2 Crawler Main Body 3 Steel Cord 7 Core Strand 7A Core 7B Side Wire

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 弾性材料よりなる無端帯状のクローラ本
体(2)内に、芯ストランド(7)の外側に複数の側ス
トランド(8)を撚合しているスチールコード(3)を
帯長手方向に無端状として埋設している弾性クローラ
(1)であって、 前記芯ストランド(7)は2本以上の心線(7A)と、
この回りに撚られた複数本の側線(7B)とからなる2
層以上の層撚り構造となっており、前記心線(7A)の
撚係数Kcが12.0≦Kc≦30.0の条件を満た
し、更に、前記側線(7B)の撚係数Kjが12.0≦
Kj≦65.0の条件を満たしていることを特徴とする
弾性クローラ。但し、Kc=Pc/DcでPcは心線の
撚ピッチ(mm)、Dcは心線のフィラメント径(m
m)であり、Kj=Pj/DjでPjは側線の撚ピッチ
(mm)、Djは側線のフィラメント径(mm)であ
る。
1. A steel cord (3) having a plurality of side strands (8) twisted outside a core strand (7) in an endless strip-shaped crawler body (2) made of an elastic material. An elastic crawler (1) embedded as an endless structure in the core strand (7), comprising two or more core wires (7A),
2 consisting of multiple side wires (7B) twisted around this
It has a layer twist structure of more than one layer, the twist coefficient Kc of the core wire (7A) satisfies the condition of 12.0 ≦ Kc ≦ 30.0, and the twist coefficient Kj of the side wire (7B) is 12. 0 ≦
An elastic crawler, which satisfies the condition of Kj ≦ 65.0. However, Kc = Pc / Dc, where Pc is the twist pitch of the core wire (mm), and Dc is the filament diameter of the core wire (m
m), Kj = Pj / Dj, Pj is the twist pitch (mm) of the side wire, and Dj is the filament diameter (mm) of the side wire.
【請求項2】 前記Dcが0.20mm、Djが0.2
0mmでPcが5.0mm、Pjが10.0mmでKc
が25.0、Kjが50.0とされていることを特徴と
する請求項1記載の弾性クローラ。
2. The Dc is 0.20 mm and the Dj is 0.2.
Pc is 5.0 mm at 0 mm and Kc is Pj at 10.0 mm
Is 25.0 and Kj is 50.0. The elastic crawler according to claim 1, wherein
【請求項3】 前記Dcが0.20mm、Djが0.2
0mmでPcが3.5mm、Pjが5.0mmでKcが
17.5、Kjが25.0とされていることを特徴とす
る請求項1記載の弾性クローラ。
3. The Dc is 0.20 mm and the Dj is 0.2.
The elastic crawler according to claim 1, wherein Pc is 3.5 mm at 0 mm, Pj is 5.0 mm, Kc is 17.5, and Kj is 25.0.
JP8119026A 1996-05-14 1996-05-14 Elastic crawler Pending JPH09301231A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8119026A JPH09301231A (en) 1996-05-14 1996-05-14 Elastic crawler

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8119026A JPH09301231A (en) 1996-05-14 1996-05-14 Elastic crawler

Publications (1)

Publication Number Publication Date
JPH09301231A true JPH09301231A (en) 1997-11-25

Family

ID=14751153

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8119026A Pending JPH09301231A (en) 1996-05-14 1996-05-14 Elastic crawler

Country Status (1)

Country Link
JP (1) JPH09301231A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001262481A (en) * 2000-02-18 2001-09-26 Goodyear Tire & Rubber Co:The Steel cord for reinforcing elastomer product
WO2005001194A1 (en) * 2003-06-13 2005-01-06 Bridgest0Ne Corporation Steel cord for rubber track main cord

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001262481A (en) * 2000-02-18 2001-09-26 Goodyear Tire & Rubber Co:The Steel cord for reinforcing elastomer product
JP4648550B2 (en) * 2000-02-18 2011-03-09 ザ・グッドイヤー・タイヤ・アンド・ラバー・カンパニー Steel cord to reinforce elastomer products
WO2005001194A1 (en) * 2003-06-13 2005-01-06 Bridgest0Ne Corporation Steel cord for rubber track main cord
JP2005002515A (en) * 2003-06-13 2005-01-06 Bridgestone Corp Steel cord

Similar Documents

Publication Publication Date Title
US7870715B2 (en) Steel cord
EP1126073B1 (en) Steel cord for reinforcing elastomeric articles
JP5188123B2 (en) Steel cord for rubber track
JP6063768B2 (en) Steel cord and elastic crawler using the same
JP2006507414A (en) Flat helically wound tire cord
JP4114056B2 (en) Elastic joint
KR100296075B1 (en) A rubber and a steel cord for reinforcement of a tire with increased rubber penetration
JP6028508B2 (en) Steel cord for rubber reinforcement
JPH09301231A (en) Elastic crawler
JPH04307146A (en) Reinforced transmission belt
JP4021224B2 (en) Elastic crawler cord
JPH0558358A (en) Structure of rubber crawler and running device
JPH0339517Y2 (en)
JP4045031B2 (en) Steel cord for reinforcing rubber products
JP4580521B2 (en) Steel cord for tire reinforcement
JP2001114143A (en) Elastic crawler
JPH0672373B2 (en) Steel rope for elastic reinforcement
JP4116902B2 (en) Elastic crawler and its steel cord
JPH11200263A (en) Steel cord for reinforcing tire
JPH04143180A (en) Steel cord for elastic crawler
CN212582280U (en) High-strength steel wire rope
JP4106149B2 (en) Steel cord for tire reinforcement
JPH0791791B2 (en) Steel cord for reinforcing rubber products
JP5465399B2 (en) Steel cord for reinforcing rubber products
JPS5920796B2 (en) Steel cord for reinforcing plastic materials and its manufacturing method

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060207

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060404

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20061121

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070118

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20071009

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20071205

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20080819