JP3922536B2 - Lower bundle device for supporting train lines in the tunnel - Google Patents

Lower bundle device for supporting train lines in the tunnel Download PDF

Info

Publication number
JP3922536B2
JP3922536B2 JP2002080813A JP2002080813A JP3922536B2 JP 3922536 B2 JP3922536 B2 JP 3922536B2 JP 2002080813 A JP2002080813 A JP 2002080813A JP 2002080813 A JP2002080813 A JP 2002080813A JP 3922536 B2 JP3922536 B2 JP 3922536B2
Authority
JP
Japan
Prior art keywords
tunnel
segment
support
bolt insertion
lower bundle
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 - Fee Related
Application number
JP2002080813A
Other languages
Japanese (ja)
Other versions
JP2003276480A (en
Inventor
隆三 嶋田
祐一 渡邊
秀夫 大森
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.)
Sanwa Tekki Corp
Original Assignee
Sanwa Tekki 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 Sanwa Tekki Corp filed Critical Sanwa Tekki Corp
Priority to JP2002080813A priority Critical patent/JP3922536B2/en
Publication of JP2003276480A publication Critical patent/JP2003276480A/en
Application granted granted Critical
Publication of JP3922536B2 publication Critical patent/JP3922536B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Lining And Supports For Tunnels (AREA)

Description

【0001】
【発明の属する技術分野】
この発明は、プレキャストコンクリート製のセグメントを接続して内壁が構成される隧道に取り付けられる電車線支持用下束装置に関する。
【0002】
【従来の技術】
電車線支持用の下束装置は、電車線を支持する可動ブラケット等の電車線支持装置を隧道の天井に支持するための装置である。従来、電車線支持用の下束装置は、隧道の天井にアンカーボルトを打ち込んで固定されている。
【0003】
【発明が解決しようとする課題】
近年、プレキャストコンクリート製のセグメントをボルト、ナットで接続して隧道の内壁を構成する工法が実施されるようになった。このような隧道では、セグメントにアンカーボルトを打ち込むとボルトがセグメントを貫通してしまい十分な固定強度を得ることが困難である。
従って、この発明は、セグメントの結合によって内壁が構成される隧道に、アンカーボルトを打ち込むことなく、確実に取り付けることができる電車線支持用の下束装置を提供することを目的としている。
【0004】
【課題を解決するための手段】
この発明においては、上記課題を解決するため、隧道の天井に沿って伸びるように固定される支持梁2と、支持梁2に固定され、下部において可動ブラケットのような電車線支持装置4を支持する支持部材3とを具備させて下束装置1を構成する。支持梁2には接続金具5を突出させ、これをセグメント31の接続用ボルト又はナットの操作用凹所31cに挿入できる位置に配置する。接続金具5は、セグメント31の凹所31c内においてセグメント31の接続端面に沿う方向に配置し、セグメント31の接続用ボルト32を挿通させるボルト挿通孔5aを具備させる。そして、接続金具5をセグメント31の接続用ボルト32によって、セグメント31と共締めして隧道に固定する。
【0005】
【発明の実施の形態】
図面を参照して本発明の実施の形態を説明する。図1は下束装置の正面図、図2は下束装置の側面図、図3は下束装置の底面図、図4は接続金具とセグメントの接続部の断面図、図5は下束装置を設置した隧道の説明図である。
【0006】
図1,4,5において、隧道は、ボルト32で相互接続されたプレキャストコンクリート製の多数のセグメント31で内壁が構成されている。セグメント31は、ほぼ円弧状に湾曲したコンクリート板であり、隧道の延長方向に順次端面が突き合わされ、円周方向の複数箇所でボルト32によって相互接続されている。図4に示すように、接続されるセグメント31の一方は、端面に鋼鈑31aが埋設されており、この鋼鈑31aの所要箇所(円周方向の複数箇所)にボルト挿通孔31bが形成されている。また、ボルト挿通孔31bに対応する位置のコンクリート部分に、ボルト32の操作用の凹所31cが形成されている。他方のセグメント31端面には、ボルト挿通孔31bに対応する位置に、埋め込みナット31dの一端が突出している。そして、埋め込みナット31dをボルト挿通孔31bに挿入するように、2つのセグメント31が突き合わされ、操作用凹所31cから挿入されたボルト32が埋め込みナット31dに螺合されることによって、両セグメント31が接続されている。
【0007】
下束装置1は、隧道の天井となるセグメント31の下面に固定される支持梁2と、この支持梁2に固定される支持部材3とを具備する。支持部材3の下部には、可動ブラケットのような電車線支持装置4が支持される。
支持梁2は、隧道の天井に沿うように湾曲して伸びる鋼材で構成され、前後左右4つが、隧道の天井を横断方向に伸びるように設置される。支持梁2の両端部には、接続金具5が上方に突出している。接続金具5の相互間隔は、セグメント31の凹所31cの相互間隔に等しく設定されており、また接続金具5には、セグメント31のボルト挿通孔31bに対応するボルト挿通孔5aが形成されている。支持梁2の垂直板部には、延長方向に多数のボルト挿通孔2aが列設されている。
【0008】
支持部材3は、井桁状に組まれた横アーム6と、縦アーム7、それに支持される下束本体8を具備する。
【0009】
横アーム6は、左右に配置される2つの支持梁2,2間を接続するように前後に2つ平行に設けられる。横アーム6は、支持梁2の垂直板部に対向する垂直板部の両端部に、選択的に何れかのボルト挿通孔2aに対応するボルト挿通用の複数の長孔6aを有し、支持梁2に対して隧道横断方向の位置及び水平に対する傾斜角を調整自在である。これにより、横アーム6の角度を線路のカント角に対応させる。
【0010】
縦アーム7は、2つの横アーム6,6の間を隧道延長方向に結合するように、平行に2本設けられる。横アーム6には、縦アーム7をボルト、ナットで結合するための複数のボルト挿通孔6bがそれの延長方向に列設されている。従って、縦アーム7は、対応するボルト挿通孔7bを横アーム6の何れのボルト挿通孔6bに合致させかの選択により、それの隧道横断方向の配置を調整することができる。これにより、線路にカント角がある場合に、電車線をパンタグラフの位置に適合させる等の調整ができる。
【0011】
下束本体8は、取付板9と、それの中央から下方へ垂直に突出する支柱10とを具備する。取付板9は、縦アーム7に形成された複数のボルト挿通孔7aに対応するボルト挿通用の複数の長孔9aを有し、縦アーム7に対して隧道延長方向の位置を調整自在である。下束本体8の支柱10に、電車線支持装置4が支持される。
【0012】
なお、セグメント31は、埋め込みナット31dに代えて、アンカーボルトを備えるものとし、ナットを螺合して相互接続するものとしてもよい。この場合に、接続金具5のボルト挿通孔5aには、アンカーボルトが挿入されることになる。
【0013】
この発明の下束装置は、セグメント31の接続部に対応する接続金具5を備えた支持梁2によって隧道の天井に固定されるものであり、支持梁2自体の具体的形状、個数及び支持部材3の具体的構造等については種々の変更が可能である。電車線支持装置4も可動ブラケットに限らない。例えば、単一の支持梁2の下に2つの碍子を介して水平に支持アームのような支持部材を支持し、これに曲線引き金具のような電車線支持装置を取り付ける構造とすることができる。従って、図示の実施形態に限定されるものではない。この発明の下束装置を適用するセグメント31は、図示のものに限定されない。突き合わされたセグメントの少なくとも一方に、ボルト、ナットの締付操作用の凹所31cが設けられるものであれば、この発明の下束装置を適用できる。
【0014】
【発明の効果】
以上のように、本発明においては、下束装置1が、セグメント31の接続部に対応する接続金具5を備えた支持梁2によって隧道の天井に固定されるから、セグメントの結合によって内壁が構成される隧道に、アンカーボルトを打ち込むことなく、容易に、また確実に取り付けることができるという効果を有する。
【図面の簡単な説明】
【図1】下束装置の正面図である。
【図2】下束装置の側面図である。
【図3】下束装置の底面図である。
【図4】接続金具とセグメントの接続部の断面図である。
【図5】下束装置を設置した隧道の説明図である。
【符号の説明】
1 下束装置
2 支持梁
2a ボルト挿通孔
3 支持部材
4 電車線支持装置(可動ブラケット)
5 接続金具
5a ボルト挿通孔
6 横アーム
6a 長孔
7 縦アーム
7a ボルト挿通孔
8 下束本体
9 取付板
9a 長孔
10 支柱
31 セグメント
31a 鋼鈑
31b ボルト挿通孔
31c 操作用凹所
31d 埋め込みナット
32 ボルト
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a lower bundle device for supporting a train line, which is attached to a tunnel constructed by connecting precast concrete segments to form an inner wall.
[0002]
[Prior art]
The lower bundle device for supporting the train line is a device for supporting the train line support device such as a movable bracket for supporting the train line on the ceiling of the tunnel. Conventionally, a lower bundle device for supporting a train line is fixed by driving an anchor bolt into a ceiling of a tunnel.
[0003]
[Problems to be solved by the invention]
In recent years, a method has been implemented in which precast concrete segments are connected by bolts and nuts to form the inner wall of the tunnel. In such a saddle road, when an anchor bolt is driven into the segment, the bolt penetrates the segment and it is difficult to obtain sufficient fixing strength.
Accordingly, an object of the present invention is to provide a lower bundle device for supporting a train line that can be securely attached to a saddle that has an inner wall formed by joining segments without driving anchor bolts.
[0004]
[Means for Solving the Problems]
In the present invention, in order to solve the above-mentioned problems, the supporting beam 2 is fixed so as to extend along the ceiling of the tunnel, and the train line supporting device 4 such as a movable bracket is supported at the lower part. The lower bundle device 1 is configured to include the supporting member 3. The connection fitting 5 is protruded from the support beam 2 and is disposed at a position where the connection fitting 5 can be inserted into the connection recess 31c of the connection bolt or nut of the segment 31. The connection fitting 5 is disposed in a direction along the connection end surface of the segment 31 in the recess 31c of the segment 31, and includes a bolt insertion hole 5a through which the connection bolt 32 of the segment 31 is inserted. Then, the connection fitting 5 is fastened together with the segment 31 by the connection bolt 32 of the segment 31 and fixed to the tunnel.
[0005]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described with reference to the drawings. 1 is a front view of the lower bundle device, FIG. 2 is a side view of the lower bundle device, FIG. 3 is a bottom view of the lower bundle device, FIG. 4 is a cross-sectional view of the connection portion between the connection fitting and the segment, and FIG. It is explanatory drawing of the tunnel which installed.
[0006]
1, 4, and 5, the inner wall of the tunnel is composed of a number of precast concrete segments 31 interconnected by bolts 32. The segment 31 is a concrete plate that is curved in a substantially arc shape. End surfaces of the segments 31 are sequentially abutted in the extending direction of the tunnel, and are interconnected by bolts 32 at a plurality of locations in the circumferential direction. As shown in FIG. 4, one of the segments 31 to be connected has a steel plate 31a embedded in the end surface, and a bolt insertion hole 31b is formed at a required location (a plurality of locations in the circumferential direction) of the steel plate 31a. ing. A recess 31c for operating the bolt 32 is formed in the concrete portion at a position corresponding to the bolt insertion hole 31b. One end of the embedded nut 31d protrudes from the end surface of the other segment 31 at a position corresponding to the bolt insertion hole 31b. Then, the two segments 31 are abutted so that the embedded nut 31d is inserted into the bolt insertion hole 31b, and the bolt 32 inserted from the operation recess 31c is screwed into the embedded nut 31d. Is connected.
[0007]
The lower bundle device 1 includes a support beam 2 fixed to a lower surface of a segment 31 that becomes a ceiling of a tunnel, and a support member 3 fixed to the support beam 2. A train line support device 4 such as a movable bracket is supported under the support member 3.
The support beam 2 is made of a steel material that is curved and extends along the ceiling of the tunnel, and four front, rear, left, and right are installed so as to extend in the transverse direction. At both ends of the support beam 2, connection fittings 5 protrude upward. The mutual interval between the connection fittings 5 is set equal to the mutual interval between the recesses 31c of the segment 31, and the connection fitting 5 is formed with bolt insertion holes 5a corresponding to the bolt insertion holes 31b of the segment 31. . A large number of bolt insertion holes 2 a are arranged in the extending direction in the vertical plate portion of the support beam 2.
[0008]
The support member 3 includes a horizontal arm 6 assembled in a cross beam shape, a vertical arm 7, and a lower bundle body 8 supported by the vertical arm 7.
[0009]
Two horizontal arms 6 are provided in parallel in the front-rear direction so as to connect the two support beams 2, 2 arranged on the left and right. The lateral arm 6 has a plurality of bolt insertion holes 6a selectively corresponding to any of the bolt insertion holes 2a at both ends of the vertical plate portion facing the vertical plate portion of the support beam 2, The position in the traverse direction of the tunnel and the inclination angle with respect to the horizontal can be adjusted with respect to the beam 2. Thereby, the angle of the horizontal arm 6 is made to correspond to the cant angle of the track.
[0010]
Two vertical arms 7 are provided in parallel so as to connect the two horizontal arms 6 and 6 in the extension direction of the tunnel. The horizontal arm 6 is provided with a plurality of bolt insertion holes 6b for connecting the vertical arm 7 with bolts and nuts in the extending direction thereof. Therefore, the vertical arm 7 can adjust its arrangement in the crossing direction of the lane by selecting which bolt insertion hole 6b of the horizontal arm 6 matches the corresponding bolt insertion hole 7b. As a result, when the track has a cant angle, adjustment such as adapting the train line to the position of the pantograph can be performed.
[0011]
The lower bundle body 8 includes a mounting plate 9 and a column 10 that protrudes vertically downward from the center thereof. The mounting plate 9 has a plurality of bolt insertion holes 9 a corresponding to the plurality of bolt insertion holes 7 a formed in the vertical arm 7, and can adjust the position of the longitudinal extension direction with respect to the vertical arm 7. . The train line support device 4 is supported on the support 10 of the lower bundle body 8.
[0012]
The segment 31 may be provided with an anchor bolt instead of the embedded nut 31d and may be interconnected by screwing the nut. In this case, an anchor bolt is inserted into the bolt insertion hole 5 a of the connection fitting 5.
[0013]
The bottom bundling device of the present invention is fixed to the ceiling of the tunnel by means of a support beam 2 provided with a connection fitting 5 corresponding to the connection part of the segment 31, and the specific shape, number and support members of the support beam 2 itself Various changes can be made to the specific structure 3 and the like. The train line support device 4 is not limited to a movable bracket. For example, a support member such as a support arm is supported horizontally via two insulators under a single support beam 2, and a train line support device such as a curved metal fitting can be attached to the support member. . Accordingly, the present invention is not limited to the illustrated embodiment. The segment 31 to which the lower bundle device of the present invention is applied is not limited to the illustrated one. The lower bundle device of the present invention can be applied as long as at least one of the butted segments is provided with a recess 31c for bolt and nut tightening operation.
[0014]
【The invention's effect】
As described above, in the present invention, the lower bundle device 1 is fixed to the ceiling of the tunnel by the support beam 2 provided with the connection fitting 5 corresponding to the connection portion of the segment 31, so that the inner wall is constituted by the combination of the segments. This has the effect that it can be easily and surely attached without driving anchor bolts into the tunnel.
[Brief description of the drawings]
FIG. 1 is a front view of a lower bundle device.
FIG. 2 is a side view of the lower bundle device.
FIG. 3 is a bottom view of the lower bundle device.
FIG. 4 is a cross-sectional view of a connection part between a connection fitting and a segment.
FIG. 5 is an explanatory view of a tunnel with a lower bundle device installed.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Lower bundle apparatus 2 Support beam 2a Bolt insertion hole 3 Support member 4 Train line support apparatus (movable bracket)
5 Connection fitting 5a Bolt insertion hole 6 Horizontal arm 6a Long hole 7 Vertical arm 7a Bolt insertion hole 8 Lower bundle main body 9 Mounting plate 9a Long hole 10 Post 31 Segment 31a Steel rod 31b Bolt insertion hole 31c Operation recess 31d Embedded nut 32 bolt

Claims (1)

ボルトで相互接続されたプレキャストコンクリート製の多数のセグメントで内壁が構成される隧道であって、各セグメントの隧道延長方向の接続端面同士が、一方のセグメントの接続端面付近に形成された操作用凹所から挿入されるボルト又はナットにより隧道延長方向に接続されるものの天井に設置される電車線支持用下束装置であって、
前記セグメントの凹所に挿入できる位置に接続金具を突出させ、隧道の天井に沿って伸びるように、隧道上部の前後左右に配置される4つの支持梁と、
この支持梁に固定され、下部において電車線支持装置を支持する支持部材とを具備し、
前記支持梁は、それぞれ隧道の天井に沿って隧道の横断方向に伸び、両端部に前記接続金具を備えると共に、隧道の天井に沿って隧道の横断方向に相互間隔をおいて列設された複数のボルト挿通孔を有し、
前記支持梁の接続金具は、前記凹所内において前記セグメントの接続端面に沿う方向に配置され、セグメントの接続用ボルトを挿通させるボルト挿通孔を備え、セグメントの接続用ボルトによって、セグメントと共締めして隧道に固定され、
前記支持部材は、左右に配置される2つの前記支持梁にそれぞれ接続される前後2つの横アームと、これら2つの横アームの間を隧道延長方向に結合し横アームとの結合位置を隧道の横断方向に位置調整可能な平行2本の縦アームと、この縦アームに支持され下方へ支柱を垂下させる下束本体とを具備し、この下束本体の支柱に前記電車線支持装置が支持され、
前記支持部材の横アームは、両端部にボルト挿通孔を有し、このボルト挿通孔を前記支持梁のボルト挿通孔の選択された1つに合致させてボルトにて結合することにより、それぞれ隧道の横断方向の位置及び水平に対する傾斜角を調整可能であることを特徴とする隧道内の電車線支持用下束装置。
A tunnel that has an inner wall composed of a number of segments made of precast concrete interconnected by bolts, and the connection end faces of each segment in the extension direction of the tunnel are formed in the vicinity of the connection end face of one segment. A lower bundle device for supporting a train line installed on the ceiling of the one connected in the extension direction of the tunnel with bolts or nuts inserted from a place,
Four support beams arranged at the front, rear, left and right of the upper part of the tunnel so as to project the connection fitting at a position where it can be inserted into the recess of the segment and extend along the ceiling of the tunnel,
A support member fixed to the support beam and supporting the train line support device at the bottom;
Each of the support beams extends in the crossing direction of the tunnel along the ceiling of the tunnel, and includes the connection fittings at both ends, and a plurality of the support beams arranged in a row in the transverse direction of the tunnel along the ceiling of the tunnel Bolt insertion hole,
The connection fitting of the support beam is arranged in the direction along the connection end face of the segment in the recess, and has a bolt insertion hole for inserting the connection bolt of the segment, and is fastened together with the segment by the connection bolt of the segment. Fixed to the tunnel,
The supporting member includes two front and rear side arms connected to the two supporting beams arranged on the left and right sides, and the two side arms are connected in the extension direction of the tunnel, and the connecting position of the side arms is set to the side of the tunnel. It has two parallel vertical arms that can be adjusted in the transverse direction, and a lower bundle body that is supported by the vertical arms and that suspends the columns downward. The train line support device is supported by the columns of the lower bundle body. ,
The lateral arm of the support member has bolt insertion holes at both ends, and the bolt insertion holes are matched with a selected one of the bolt insertion holes of the support beam and coupled with bolts, respectively. A lower bundle device for supporting a train line in a tunnel, characterized in that the position in the transverse direction and the inclination angle with respect to the horizontal can be adjusted.
JP2002080813A 2002-03-22 2002-03-22 Lower bundle device for supporting train lines in the tunnel Expired - Fee Related JP3922536B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002080813A JP3922536B2 (en) 2002-03-22 2002-03-22 Lower bundle device for supporting train lines in the tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002080813A JP3922536B2 (en) 2002-03-22 2002-03-22 Lower bundle device for supporting train lines in the tunnel

Publications (2)

Publication Number Publication Date
JP2003276480A JP2003276480A (en) 2003-09-30
JP3922536B2 true JP3922536B2 (en) 2007-05-30

Family

ID=29206491

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002080813A Expired - Fee Related JP3922536B2 (en) 2002-03-22 2002-03-22 Lower bundle device for supporting train lines in the tunnel

Country Status (1)

Country Link
JP (1) JP3922536B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4846478B2 (en) * 2006-07-27 2011-12-28 東海旅客鉄道株式会社 Support device for the rigid rail line in Shinji
KR101182369B1 (en) 2010-11-08 2012-09-12 부산교통공사 Third rail connecting tool for light rail transit
AU2022362215A1 (en) * 2021-10-11 2023-09-14 Ccteg Chinese Institute Of Coal Science Roadway support device

Also Published As

Publication number Publication date
JP2003276480A (en) 2003-09-30

Similar Documents

Publication Publication Date Title
AU628805B2 (en) Process for the precisely positioned fixing of parts
JP2759755B2 (en) Prestressed bridge reinforcement method using lower cable
JP2009256873A (en) Bridge equipped with precast cross girder and precast stringer, and its construction method
JP3925782B2 (en) Support device for members related to train lines in tunnels
JP3922536B2 (en) Lower bundle device for supporting train lines in the tunnel
JP2005002781A (en) Rolling stock track using ladder type sleeper, its construction method and sleeper regulating tool used therefor
JP2004506108A (en) Manufacturing method of connection part of traveling road
EA003073B1 (en) Travel way for a guided vehicle, especially a magnetic levitation railway
JP2004346733A (en) System for fixing rails to structure like viaduct
JP4398876B2 (en) Structure pier structure
KR101192660B1 (en) Monorail guide rail having a connecting device
JP3659766B2 (en) Surface plate construction method and apparatus for building pillars
JP2006143136A (en) Flexible top frame
JP3761188B2 (en) Seismic isolation device installation method and installation device
JPH10280601A (en) Beam deck bracket
JP2012102598A (en) Steel anchoring metal and roof structure
JP3759459B2 (en) Train line support device
JP4639012B2 (en) High-strength bolt joint structure of box-shaped cross section column and H-shaped cross section beam and its construction method
JP3596613B2 (en) Diagonal erection device and method for composite truss bridge
JP4121079B2 (en) Grade point structure of floor slab and connecting material in bridge
KR102513956B1 (en) Bracket structure for bridge construction
JP2550785B2 (en) Rail laying structure
KR200475285Y1 (en) Insert reclamation jig for construction of power rail
KR200253477Y1 (en) Assembly Body Metal Bar For Traffic Signal Machine
KR20090011361A (en) Form system for casting slab concrete of concrete-filled steel tube girder bridge

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20041129

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20060411

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060418

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20060428

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20060428

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060608

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: 20070214

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070215

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 3922536

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

Free format text: PAYMENT UNTIL: 20100302

Year of fee payment: 3

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

Free format text: PAYMENT UNTIL: 20100302

Year of fee payment: 3

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

Free format text: PAYMENT UNTIL: 20100302

Year of fee payment: 3

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

Free format text: PAYMENT UNTIL: 20110302

Year of fee payment: 4

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: 20110302

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20120302

Year of fee payment: 5

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: 20120302

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20120302

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20130302

Year of fee payment: 6

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: 20130302

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20140302

Year of fee payment: 7

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

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

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

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees