JP4001894B2 - Connector - Google Patents

Connector Download PDF

Info

Publication number
JP4001894B2
JP4001894B2 JP2005202166A JP2005202166A JP4001894B2 JP 4001894 B2 JP4001894 B2 JP 4001894B2 JP 2005202166 A JP2005202166 A JP 2005202166A JP 2005202166 A JP2005202166 A JP 2005202166A JP 4001894 B2 JP4001894 B2 JP 4001894B2
Authority
JP
Japan
Prior art keywords
elastic body
ring
rings
rubber
chain
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
JP2005202166A
Other languages
Japanese (ja)
Other versions
JP2005326022A (en
Inventor
久也 潤田
惟忠 関
敬治 西岡
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.)
Bridgestone Corp
Original Assignee
Bridgestone 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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP2005202166A priority Critical patent/JP4001894B2/en
Publication of JP2005326022A publication Critical patent/JP2005326022A/en
Application granted granted Critical
Publication of JP4001894B2 publication Critical patent/JP4001894B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Vibration Dampers (AREA)

Description

本発明は、2部材を連結する連結具に関する。   The present invention relates to a connector for connecting two members.

図8に示すように、橋梁50は、橋脚20に設置された支承18の間に桁16を架け渡し、この桁16の上にスラブ(図示省略)等を載置して構成される。   As shown in FIG. 8, the bridge 50 is configured by bridging a girder 16 between supports 18 installed on the pier 20 and placing a slab (not shown) or the like on the girder 16.

ところで、桁16は、温度変化等で桁同士が衝突しないように、所定の隙間をおいて架け渡される。   By the way, the girders 16 are bridged with a predetermined gap so that the girders do not collide with each other due to a temperature change or the like.

このため、地震時の橋脚20の揺れによって、桁16が落下しないように、鎖あるいはアイプレートのような連結装置52で桁16同士が連結されている。   For this reason, the beams 16 are connected to each other by a connecting device 52 such as a chain or an eye plate so that the beam 16 does not fall due to the shaking of the pier 20 at the time of the earthquake.

しかしながら、この連結装置52は、クリアランスを持たせて桁16の相対移動を許容する構造に過ぎず、緩衝機能は持たない。このため、桁16同士の衝突を回避することができず、また、桁16が大きく挙動すると、鎖等が伸びきって衝撃的な荷重が桁16及び連結装置52に作用する。   However, the connecting device 52 is merely a structure that allows a relative movement of the beam 16 with a clearance, and does not have a buffer function. For this reason, the collision between the girders 16 cannot be avoided, and when the girders 16 behave greatly, the chains and the like are extended, and a shocking load acts on the girders 16 and the connecting device 52.

このような不都合を解消すべく、図9に示すように、直線状に配置した鎖54を円筒状のゴム56に埋め込んだ連結装置58も提案されている。この連結装置58は、緩衝機能を発揮するが、設置スペースが制限される。また、ゴム56が本来備える弾性力によってしか、緩衝機能が発揮しえない。   In order to eliminate such inconvenience, as shown in FIG. 9, a connecting device 58 in which a linearly arranged chain 54 is embedded in a cylindrical rubber 56 has also been proposed. The connecting device 58 exhibits a buffer function, but the installation space is limited. Further, the buffer function can be exhibited only by the elastic force that the rubber 56 originally has.

本発明は係る事実を考慮し、狭いスペースでも取付可能で、連結する連結対象物の大きな変位、小さな変位に対しても緩衝機能を発揮することができる連結具を提供することを目的とする。   An object of the present invention is to provide a connector that can be mounted even in a narrow space and that can exhibit a buffering function against a large displacement and a small displacement of a connection object to be connected.

請求項1に記載の連結具では、湾曲した弾性体に、鎖で構成された湾曲した状態の連結部材が埋設されている。弾性体の両端から鎖を構成する両端部のリングが略半分露出し互いに同一方向へ立上げられ、それぞれ連結対象物に連結され、連結具が連結対象物を連結する。 In the connector according to claim 1, a curved connection member constituted by a chain is embedded in the curved elastic body. Rings at both ends constituting the chain from both ends of the elastic body are exposed approximately half and are raised in the same direction, and are connected to the objects to be connected, and the connecting tool connects the objects to be connected.

ここで、例えば、弾性体がU字状の場合を例に採って説明する。   Here, for example, a case where the elastic body is U-shaped will be described.

連結対象物が互いに離れようとするとき、鎖で構成された連結部材を介して弾性体の外側には圧縮力、内側には引張力が作用し、弾性体の弾性力及び形状特性によって連結対象物を引き戻そうとする緩衝機能が発揮される。 When the objects to be connected are separated from each other, a compression force acts on the outer side of the elastic body and a tensile force acts on the inner side through a connecting member formed of a chain, and the connection object depends on the elastic force and shape characteristics of the elastic body The buffer function that tries to pull back the object is exhibited.

また、連結対象物が互いに接近しようとするとき、連結部材を介して弾性体の外側には引張力、内側には圧縮力が作用し、弾性体の弾性力及び形状特性によって連結対象物を引き離そうとする緩衝機能が発揮される。   Further, when the objects to be connected approach each other, a tensile force acts on the outer side of the elastic body and a compressive force acts on the inner side of the elastic body through the connecting member, and the objects to be connected are separated by the elastic force and shape characteristics of the elastic body. The intended buffer function is demonstrated.

以上のように、鎖を構成する両端部のリングを弾性体の両端から互いに同一方向へ平行に立上げることで、連結対象物が互いに離れようとしても、また、連結対象物が互いに接近しようとしても、連結部材を構成する鎖が倒れようとすることで、を介して弾性体を変形させ緩衝機能を発揮させることができる。 As described above, by raises parallel to the same direction both end portions of the ring from both ends of the elastic body constituting the chain, as well as attempts to leave connecting object each other and connecting the object tries to approach each other However, when the chain constituting the connecting member is about to fall down, the elastic body can be deformed via the chain to exhibit a buffer function.

さらに、弾性体が湾曲しているので、従来の直線状の連結具と比較して設置スペースの制限がなくなる。   Furthermore, since the elastic body is curved, the installation space is not limited as compared with the conventional linear coupler.

また、連結部材が鎖で構成されており、鎖を構成する両端部のリングは弾性体から略半分露出し互いに同一方向へ平行に立上げられている。連結部材が、プレートをピン結合して連結対象物の移動に追従できるような構成とした場合と比較すると、弾性体の形状に沿って埋め込み易く、また、引張強度も大きい。 Further , the connecting member is constituted by a chain, and the rings at both ends constituting the chain are exposed approximately half from the elastic body and are erected in parallel in the same direction . Compared with the case where the connecting member is configured to be able to follow the movement of the connecting object by pin-connecting the plates, it is easy to embed along the shape of the elastic body, and the tensile strength is large.

請求項2に記載の連結具では、リンクされるリングの連結部に隙間が形成されており、この隙間に弾性体が介在している。 In the connector according to claim 2 , a gap is formed in the connecting portion of the ring to be linked, and an elastic body is interposed in the gap.

すなわち、連結対象物の挙動により鎖が引張あるいは圧縮されることによって、隣接するリングとの間に介在する弾性体が、圧縮力あるいは引張力を受けて反発し、弾性体の中で内部緩衝機能が発揮される。   That is, when the chain is pulled or compressed by the behavior of the object to be connected, the elastic body interposed between the adjacent rings is repelled by receiving the compressive force or the tensile force, and the internal buffer function in the elastic body. Is demonstrated.

従って、リングの連結部に隙間をあけずに、弾性体に鎖を埋設した場合と比較すると、より大きな緩衝機能を発揮させることができる。   Therefore, a larger buffer function can be exhibited as compared with the case where a chain is embedded in the elastic body without leaving a gap in the connecting portion of the ring.

請求項3に記載の連結具では、リングの数が奇数個であることで、緩衝機能を発揮することができる。
請求項4に記載の連結具では、リングの数が5個であることで、緩衝機能を発揮することができる。
請求項5に記載の連結具では、弾性体の両端部から露出した一対のリングを構成する穴を閉じる面が同一平面上に位置するように両端部のリングを配置することで、限られたスペースを有効に利用することができる。
In the connector according to claim 3 , the buffering function can be exhibited by the odd number of rings.
In the connector according to the fourth aspect of the present invention, since the number of rings is five, a buffer function can be exhibited.
In the connector according to claim 5, the ring at both ends is arranged so that the surfaces closing the holes constituting the pair of rings exposed from both ends of the elastic body are located on the same plane. Space can be used effectively.

本発明は上記構成としたので、狭いスペースでも取付可能で、連結する連結対象物の大きな変位、小さな変位に対しても緩衝機能を発揮することができる。   Since this invention set it as the said structure, it can attach even in a narrow space and can exhibit a buffer function also with respect to the big displacement of a connection target object to connect, and a small displacement.

図1及び図2に示すように、本形態に係る連結具10は、断面が円形で側面視にて略V字状に湾曲したゴム体12を備えている。   As shown in FIGS. 1 and 2, the connector 10 according to the present embodiment includes a rubber body 12 having a circular cross section and curved in a substantially V shape in a side view.

このゴム体12の中には、5つのリングを交差してリンクして構成された鎖14が、ゴム体12の形状に沿って埋め込まれている。   In the rubber body 12, a chain 14 formed by crossing and linking five rings is embedded along the shape of the rubber body 12.

中間の第1リング14Aは、ゴム体12の直線部12Aに位置している。この第1リング14Aには、ゴム体12の傾斜部12Bに位置する第2リング14Bが角度θをもってリンクされている。   The intermediate first ring 14 </ b> A is located on the straight portion 12 </ b> A of the rubber body 12. The second ring 14B located at the inclined portion 12B of the rubber body 12 is linked to the first ring 14A with an angle θ.

この第1リング14Aと第2リング14Bとの交差部には、隙間aが設けられており、また、第2リング14Bの端部の間には、隙間bが形成されている。   A gap a is provided at the intersection of the first ring 14A and the second ring 14B, and a gap b is formed between the ends of the second ring 14B.

さらに、第2リング14Bには、ゴム体12から略半分露出した状態で第3リング14Cがリンクされている。この第3リング14Cは、ゴム体12から互いに平行に立上げられており、図3に示すように、桁16の側面から突設されたブラケット22へピン24で連結される。   Furthermore, the third ring 14 </ b> C is linked to the second ring 14 </ b> B in a state where it is substantially half exposed from the rubber body 12. The third ring 14 </ b> C is raised from the rubber body 12 in parallel with each other, and is connected to a bracket 22 projecting from the side surface of the beam 16 with a pin 24 as shown in FIG. 3.

なお、説明の都合上、隙間という表現を用いたが、これらの隙間には、当然ゴムが充填され、ゴム体12と一体となっている。ここで、隙間のゴム体に、補強層(例えば、繊維層)を埋設したり、或いは、隙間のゴム体を他のゴム体の弾性率と異なるようにする等、材質を変化させることで、緩衝機能を増減させることができる。また、ゴム体12の断面形状は、円形に限定されることなく、楕円、多角形でもよい。   For convenience of explanation, the expression “gap” is used, but these gaps are naturally filled with rubber and integrated with the rubber body 12. Here, by embedding a reinforcing layer (for example, a fiber layer) in the rubber body of the gap, or by changing the material such as making the rubber body of the gap different from the elastic modulus of other rubber bodies, The buffer function can be increased or decreased. Moreover, the cross-sectional shape of the rubber body 12 is not limited to a circle, and may be an ellipse or a polygon.

次に、本形態に係る連結具10の作用を説明する。   Next, the operation of the connector 10 according to this embodiment will be described.

地震時に、橋脚20が揺れて矢印A方向の力が連結具10に作用すると、第3リング14Cが互いに離れようとする。このため、ゴム体12の角度θが小さくなり曲げ抵抗力が発生し、ゴム体12の弾性力及び形状特性によって桁16を引き戻そうとする緩衝機能が働く。また、このとき、隙間bのゴムは引っ張られ、隙間aのゴムは圧縮されるため、第1リング14A、第2リング14B、及び第3リング14Cの間に充填されたゴムによっても緩衝機能が発揮される。   When the bridge pier 20 swings and a force in the direction of arrow A acts on the connector 10 during the earthquake, the third rings 14C try to separate from each other. For this reason, the angle θ of the rubber body 12 is reduced, a bending resistance force is generated, and a buffer function for pulling back the girder 16 by the elastic force and shape characteristics of the rubber body 12 works. At this time, since the rubber in the gap b is pulled and the rubber in the gap a is compressed, the rubber filled between the first ring 14A, the second ring 14B, and the third ring 14C also has a buffer function. Demonstrated.

さらに、桁16の大きな挙動に対しても、ゴム体12が直線形状になる過程で、曲げ抵抗力及びリング間の大きな弾性力で、大きな緩衝機能が発揮され、桁16に衝撃的な力を与えない。   Further, even when the girder 16 has a large behavior, a large shock absorbing function is exerted by bending resistance and a large elastic force between the rings in the process of the rubber body 12 becoming a linear shape. Don't give.

また、連結具10は湾曲しているので、図3(B)に示すように、限られたスペースを有効に利用できる。また、桁16同士が衝突するときに間に挟まれることがないので、損傷する恐れがない。   Further, since the connector 10 is curved, a limited space can be used effectively as shown in FIG. Moreover, since it does not get pinched between the girders 16 when they collide, there is no fear of damage.

一方、桁16が接近して、矢印Aと反対方向の力が第連結具10に作用すると、第3リング14Cが互いに接近しようとする。このため、ゴム体12の角度θが大きくなり曲げ抵抗力が発生し、ゴム体12の弾性力及び形状特性によって桁16を引き離そうとする緩衝機能が働く。また、このとき、隙間bのゴムは圧縮され、隙間aのゴムは引っ張られるため、第1リング14A、第2リング14B、及び第3リング14Cの間に充填されたゴムによっても緩衝機能が発揮される。   On the other hand, when the beam 16 approaches and a force in the direction opposite to the arrow A acts on the first connector 10, the third rings 14C try to approach each other. For this reason, the angle θ of the rubber body 12 is increased, a bending resistance force is generated, and a buffer function for separating the beam 16 by the elastic force and shape characteristics of the rubber body 12 works. At this time, since the rubber in the gap b is compressed and the rubber in the gap a is pulled, the cushioning function is also exerted by the rubber filled between the first ring 14A, the second ring 14B, and the third ring 14C. Is done.

なお、連結具が支持できる荷重の大きさ及び変位量は、ゴムの材質、ゴム体の外径、ゴム体の形状、鎖の長さ等によって設計変更が容易である。   The magnitude of the load and the amount of displacement that can be supported by the coupler can be easily changed depending on the material of the rubber, the outer diameter of the rubber body, the shape of the rubber body, the length of the chain, and the like.

例えば、図4に示す連結具26のように、略U字状のゴム体28に7つのリングで構成される鎖30を埋め込んで、大きな変位量に対応できるようにすることもできるし、また、図5及び図6に示す連結具32、34のように、桁の間隔が狭い場合、湾曲度の小さいブロック状のゴム体36、38へ3つのリングで構成される鎖40を埋め込んでもよい。   For example, like the connector 26 shown in FIG. 4, a chain 30 composed of seven rings can be embedded in a substantially U-shaped rubber body 28 so that a large amount of displacement can be accommodated. As shown in FIGS. 5 and 6, when the distance between the beams is narrow, a chain 40 composed of three rings may be embedded in the block-like rubber bodies 36 and 38 having a small degree of curvature. .

さらに、本形態では、鎖のリングの連結部に隙間を形成しゴムを充填するようにしたが、図7に示す連結具42のように、鎖44を構成するリングの連結部に隙間を設けず、ゴム体12に埋め込んでも緩衝機能を発揮できる。   Further, in this embodiment, a gap is formed in the connecting part of the chain ring and the rubber is filled. However, a gap is provided in the connecting part of the ring constituting the chain 44 as in the connecting tool 42 shown in FIG. Even if it is embedded in the rubber body 12, the buffer function can be exhibited.

本形態に係る連結具を示す斜視図である。It is a perspective view which shows the coupling tool which concerns on this form. (A)は本形態に係る連結具を示す側面図、(B)は本形態に係る連結具を示す平面図である。(A) is a side view which shows the coupling tool which concerns on this form, (B) is a top view which shows the coupling tool which concerns on this form. (A)は本形態に係る連結具で桁を連結した状態を示す側面図、(B)は本形態に係る連結具で桁を連結した状態を示す平面図である。(A) is a side view which shows the state which connected the girder with the connection tool which concerns on this form, (B) is a top view which shows the state which connected the girder with the connection tool which concerns on this form. (A)は変形例に係る連結具を示す側面図、(B)は変形例に係る連結具を示すを示す平面図である。(A) is a side view which shows the coupling tool which concerns on a modification, (B) is a top view which shows the coupling tool which concerns on a modification. 変形例に係る連結具を示す側面図である。It is a side view which shows the coupling tool which concerns on a modification. 変形例に係る連結具を示す側面図である。It is a side view which shows the coupling tool which concerns on a modification. 変形例に係る連結具を示す側面図である。It is a side view which shows the coupling tool which concerns on a modification. 従来の連結具で桁を連結した状態を示す側面図である。It is a side view which shows the state which connected the girder with the conventional connector. 従来の連結具を示した側面図である。It is the side view which showed the conventional connector.

符号の説明Explanation of symbols

12 ゴム体(弾性体)
14 鎖(連結部材)
28 ゴム体(弾性体)
30 鎖(連結部材)
36 ゴム体(弾性体)
38 ゴム体(弾性体)
40 鎖(連結部材)
12 Rubber body (elastic body)
14 chain (connection member)
28 Rubber body (elastic body)
30 chains (connection member)
36 Rubber body (elastic body)
38 Rubber body (elastic body)
40 chains (connection member)

Claims (5)

湾曲した弾性体と、
前記弾性体に湾曲した状態で埋設されると共に、鎖で構成され、前記鎖を構成する両端部のリングが前記弾性体から略半分露出し互いに同一方向へ平行に立上げられ、両端部の前記リングが連結対象物に連結される連結部材と、
を有することを特徴とする連結具。
A curved elastic body;
It is embedded in the elastic body in a curved state and is composed of a chain, and the rings at both ends constituting the chain are substantially half exposed from the elastic body and are raised in parallel in the same direction, A connecting member for connecting the ring to the connection object;
A connector characterized by comprising:
前記鎖を構成するリングの連結部に隙間が形成され、その隙間に前記弾性体が介在していることを特徴とする請求項に記載の連結具。 The coupler of claim 1, gap at the junction of the ring constituting the strand is formed, the elastic body into the gap, characterized in that the interposed. 前記リングの数は、奇数個であることを特徴とする請求項1又は2に記載の連結具。The coupling device according to claim 1, wherein the number of the rings is an odd number. 前記リングの数は、5個であることを特徴とする請求項3に記載の連結具。The connecting device according to claim 3, wherein the number of the rings is five. 前記弾性体の両端部から露出した一対のリングを構成する穴を閉じる面が同一平面上に位置するように両端部のリングを配置したことを特徴とする請求項1から4何れか1項に記載された連結具。5. The ring according to claim 1, wherein the rings at both ends are arranged so that the surfaces closing the holes constituting the pair of rings exposed from both ends of the elastic body are positioned on the same plane. The described coupler.
JP2005202166A 2005-07-11 2005-07-11 Connector Expired - Lifetime JP4001894B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005202166A JP4001894B2 (en) 2005-07-11 2005-07-11 Connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005202166A JP4001894B2 (en) 2005-07-11 2005-07-11 Connector

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP24798895A Division JP3713313B2 (en) 1995-09-26 1995-09-26 Connector

Publications (2)

Publication Number Publication Date
JP2005326022A JP2005326022A (en) 2005-11-24
JP4001894B2 true JP4001894B2 (en) 2007-10-31

Family

ID=35472506

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005202166A Expired - Lifetime JP4001894B2 (en) 2005-07-11 2005-07-11 Connector

Country Status (1)

Country Link
JP (1) JP4001894B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008174912A (en) * 2007-01-16 2008-07-31 Bridgestone Corp Bridge-fall prevention device
JP2009019388A (en) * 2007-07-11 2009-01-29 Bridgestone Corp Coupling, coupling structure, and method of manufacturing coupling
JP2011052478A (en) * 2009-09-03 2011-03-17 Bridgestone Corp Connector and manufacturing method therefor
JP5726465B2 (en) * 2010-09-09 2015-06-03 株式会社ブリヂストン Connector

Also Published As

Publication number Publication date
JP2005326022A (en) 2005-11-24

Similar Documents

Publication Publication Date Title
JP5507574B2 (en) Separation member for traffic area
JP4001894B2 (en) Connector
KR102147603B1 (en) Damper using one or more rings made of shape memory alloy
JP5689699B2 (en) Fall bridge prevention device
US6471441B1 (en) Shear-load chuck holder
JP3713313B2 (en) Connector
JP3158798U (en) Integrated device for falling bridge prevention structure and displacement limiting structure
JPH11181793A (en) Structure for reinforcing structure footing
JP4383963B2 (en) Bolt break type buffer stopper device and bridge seismic isolation device
JP3735661B2 (en) Buffer connection structure
JP2005233367A (en) Connection member of structure
JP2008081971A (en) Reinforced concrete beam
WO2013051702A1 (en) Seismic isolation support device for traveling crane
JP4669572B1 (en) Cable-type falling bridge prevention structure and cable-type falling bridge prevention device
JP2020045710A (en) Bridge fall prevention device
JP5055085B2 (en) Fall bridge prevention connector
KR101397131B1 (en) Prestress concrete bridge and building method thereof
KR20160082643A (en) Coupling Beams of Shear Wall Using Bundled Diagonal Reinforcement
JP2006226435A (en) Rubber cushion
JP3197734U (en) Steel frame reinforcement structure
JP7165555B2 (en) Function-separated shock absorber
JP5726465B2 (en) Connector
JP6154247B2 (en) Seismic reinforcement structure for electrified columns and seismic strengthening method for electrified columns
KR101740004B1 (en) Box girder bridge construction and assembly using the same
CN1284917C (en) Reed type bumper for rolling stone flexible protection system

Legal Events

Date Code Title Description
A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050906

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20061219

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070327

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070525

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20070724

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070815

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

Free format text: PAYMENT UNTIL: 20100824

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20110824

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20110824

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20120824

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20120824

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20130824

Year of fee payment: 6

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