JP2831142B2 - Automatic roadbed excavator - Google Patents

Automatic roadbed excavator

Info

Publication number
JP2831142B2
JP2831142B2 JP2837591A JP2837591A JP2831142B2 JP 2831142 B2 JP2831142 B2 JP 2831142B2 JP 2837591 A JP2837591 A JP 2837591A JP 2837591 A JP2837591 A JP 2837591A JP 2831142 B2 JP2831142 B2 JP 2831142B2
Authority
JP
Japan
Prior art keywords
support
excavator
chain
roadbed
excavating
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
JP2837591A
Other languages
Japanese (ja)
Other versions
JPH04269201A (en
Inventor
貫 堀内
良忠 阿曽
信夫 大光寺
信夫 目崎
廣思 佐竹
政彦 速水
壽一 種瀬
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.)
UEKIGUMI KK
Mitsubishi Heavy Industries Ltd
Central Japan Railway Co
Original Assignee
UEKIGUMI KK
Mitsubishi Heavy Industries Ltd
Central Japan Railway Co
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 UEKIGUMI KK, Mitsubishi Heavy Industries Ltd, Central Japan Railway Co filed Critical UEKIGUMI KK
Priority to JP2837591A priority Critical patent/JP2831142B2/en
Publication of JPH04269201A publication Critical patent/JPH04269201A/en
Application granted granted Critical
Publication of JP2831142B2 publication Critical patent/JP2831142B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Machines For Laying And Maintaining Railways (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】本発明は、鉄道路面の道床更換作
業に用いられる道床自動掘削機に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an automatic roadbed excavator used for a work for replacing a roadbed on a railway road.

【0002】[0002]

【従来の技術】鉄道道床の道床更換の際、レール下の砕
石群を掘削して外側方へ掻出す作業は、従来、人力によ
るものがほとんどであった。また、まれにレールの上か
ら大型の機械で行う場合もあり、さらには、最近では、
特公昭60−38482号公報,特公昭60−3848
3号公報等に見られるように、レールの下にもぐり込ん
で列車を通過させながら使用する所謂無閉鎖式の機器が
開発されている。
2. Description of the Related Art In the case of replacing a railway track, the work of excavating a group of crushed stones under a rail and scraping the same to the outside has conventionally been mostly performed manually. In some rare cases, large machines are used from above the rails.
JP-B-60-38482, JP-B-60-3848
As seen in Japanese Patent Publication No. 3 (2003), a so-called non-closed type device which is used under a rail to pass through a train has been developed.

【0003】[0003]

【発明が解決しようとする課題】ところが、人力による
作業は工数を要するだけでなく、更換作業に多大な時間
がかかるという欠点があり、また、レールの上から大型
の機械で行うものにあっては列車の通過を妨げるという
最大の難点があった。さらに、列車を通過させながら作
業を行える従来の機器は、重くて運搬に困難であるとと
もに、幅寸法(掘削部の長手方向の寸法)を変えられな
いので使い勝手がないという不具合があった。一方、こ
の種機器では、列車通過時にくさびを人力で打ち込まな
ければならないものや電動式のものがあり、前者の場合
はくさび打ち作業が頗る面倒であるとともに、後者の場
合は複数本の電気ケーブルをひきずらなければならない
という問題点があった。そこで、本発明の主たる目的
は、軽量で運搬が容易であるとともに幅寸法を変更でき
て使い勝手がある無閉鎖式の自動掘削機を提供すること
にある。
However, there is a disadvantage that the work by manpower requires not only man-hours but also a long time for the replacement work. Had the biggest drawback of preventing trains from passing. Furthermore, conventional equipment that can perform work while passing through a train is heavy and difficult to transport, and has a disadvantage that it cannot be used because the width dimension (dimension in the longitudinal direction of the excavated portion) cannot be changed. On the other hand, some wedges need to be driven manually when passing through the train, and some wedges are very cumbersome.In the latter case, multiple wedges are required. There was a problem that it was necessary to draw. Accordingly, a main object of the present invention is to provide a non-closed type automatic excavator which is lightweight, easy to carry, has a variable width, and is easy to use.

【0004】[0004]

【課題を解決するための手段】前記目的を達成するため
の、本発明の構成は、鉄道道床のレール下の砕石群を掘
削して外側方へ掻出す掘削チェーンと、該掘削チェーン
を支持して前後方向に推進可能な支持体とを有し、前記
支持体は長手方向に分割された複数箇の支持体部分が互
いに着脱自在に連結されて組み立てられてなることを特
徴とする。また、前記掘削機において、少なくとも掘削
チェーンの駆動部を遠隔操作する操作手段を備えると好
適である。また、前記掘削機において、少なくとも掘削
チェーンの駆動部に圧油を供給する自走式の油圧ユニッ
トを備えると好適である。また、前記掘削機において、
支持体を前後方向に推進させるための昇降ジャッキ付き
反力受けを備えると好適である。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a digging chain for digging a crushed stone group under a railroad track floor and scraping the crushed stone outward, and supporting the digging chain. And a support body that can be propelled in the front-rear direction. The support body is characterized in that a plurality of support parts divided in the longitudinal direction are removably connected to each other and assembled. In the excavator, it is preferable that the excavator is provided with operation means for remotely controlling at least a drive unit of the excavation chain. Further, it is preferable that the excavator includes a self-propelled hydraulic unit that supplies pressure oil to at least a driving unit of the excavation chain. In the excavator,
It is preferable to provide a reaction force receiver with a lifting jack for propelling the support in the front-rear direction.

【0005】[0005]

【作用】前記構成によれば、支持体が複数分割されて軽
量化されるとともに支持体の組立てが自由化される。ま
た、前記操作手段により、掘削チェーン等が掘削状況を
見ながら遠隔操作される。また、前記油圧ユニットの自
走により、掘削機の移動が容易化される。また、前記反
力受けの昇降ジャッキにより、枕木等が簡便に支持され
る。
According to the above construction, the support is divided into a plurality of parts to reduce the weight and to assemble the support freely. Further, the excavation chain or the like is remotely operated by the operation means while observing the excavation status. In addition, the self-propelled movement of the hydraulic unit facilitates movement of the excavator. In addition, the crossties and the like are easily supported by the lifting jacks of the reaction force receiver.

【0006】[0006]

【実施例】以下添付図面に基づいて本発明の一実施例を
説明する。図1に示すように、枕木1上に支持されたレ
ール2の下方に、油圧式の掘削チェーン3,支持体4,
油圧シリンダ5及び反力受け6等掘削機の主要部が設置
される一方、油圧ユニット7が線路脇に設置される。そ
して、道床更換作業にあっては、掘削チェーン3が道床
の旧砕石群を掘削しかつ線路脇に掻出すが、この際掘削
チェーン3の支持体4を、油圧シリンダ5の伸長作動に
より、前方へ推進させつつ掘削し、適当な距離を掘削し
たら掘削を停止する。次に、支持体4を固定した後、油
圧シリンダ5の収縮作動により、反力受け6を前進させ
てその後方に新砕石群を入れ、以下同様の工程を繰返し
て所謂尺取虫的に作業を行うものである。
An embodiment of the present invention will be described below with reference to the accompanying drawings. As shown in FIG. 1, below a rail 2 supported on a sleeper 1, a hydraulic drilling chain 3, a support 4,
The main parts of the excavator such as the hydraulic cylinder 5 and the reaction force receiver 6 are installed, while the hydraulic unit 7 is installed beside the track. Then, in the roadbed replacement work, the excavation chain 3 excavates the old crushed stone group of the roadbed and scrapes it to the side of the track. At this time, the support 4 of the excavation chain 3 is moved forward by the extension operation of the hydraulic cylinder 5. Excavate while propelling to the right and stop excavation after excavating an appropriate distance. Next, after the support 4 is fixed, the reaction force receiver 6 is moved forward by the contraction operation of the hydraulic cylinder 5, and a new crushed stone group is put behind the reaction force receiver 6, and the same process is repeated to perform the work like a so-called worm. Things.

【0007】前記支持体4は、図2及び図3にも示すよ
うに、角筒状に形成される一方、左右に2分割された最
長の主支持体部分4a,4bと、これらの外側に位置し
て主支持体部分4a,4bの1/3程度の長さを有する
二つの副支持体部分4c,4dと、これら副支持体部分
4c,4dと同程度の長さを有する両端のチェーン駆動
部分4e,4fとの合計六つに分割され、互いに嵌め合
い方式で連結されて組み立てられている。図示例では、
右方主支持体部分4aの嵌合凹部8aに左方主支持体部
分4bの嵌合凸部(図中斜線部参照)9aが嵌合締結さ
れるとともに、各主支持体部分4a,4bの嵌合凹部8
b,8cに各副支持体部分4c,4dの嵌合凸部(図中
斜線部参照)9b,9cが嵌合締結され、さらには各副
支持体部分4c,4dの嵌合凹部8d,8eに各チェー
ン駆動部分4e,4fの嵌合凸部(図中斜線部参照)9
d,9eが嵌合締結されている。なお、図中10a,1
0bは油圧シリンダ5の一端側が連結するためのブラケ
ットである。
As shown in FIGS. 2 and 3, the support 4 is formed in a rectangular tube shape, and is divided into two longest main support portions 4a and 4b. Two sub-support portions 4c, 4d each having a length of about 1/3 of the main support portions 4a, 4b, and a chain at both ends having a length approximately equal to those of the sub-support portions 4c, 4d The driving parts 4e and 4f are divided into a total of six parts, and are assembled by being connected to each other in a fitting manner. In the example shown,
The fitting projection 8a (see the hatched portion in the figure) of the left main support portion 4b is fitted and fastened to the fitting recess 8a of the right main support portion 4a, and the main support portions 4a, 4b Fitting recess 8
The fitting projections 9b, 9c of the sub-support portions 4c, 4d are fitted and fastened to the b, 8c, and the fitting recesses 8d, 8e of the sub-support portions 4c, 4d. The fitting projections of the respective chain drive portions 4e and 4f (see shaded portions in the figure) 9
d and 9e are fitted and fastened. In the figure, 10a, 1
A bracket 0b is connected to one end of the hydraulic cylinder 5.

【0008】前記油圧シリンダ5の他端側を支持する反
力受け6の左右両部には、上下方向にわずかに動く油圧
式の昇降ジャッキ11a,11bが付設される。また、
前記掘削チェーン3の油圧モータ3A,油圧シリンダ5
及び昇降ジャッキ11a,11bに圧油を供給する油圧
ユニット7には、図示しないエンジンが搭載されて自走
可能となっている。さらに、前記油圧ユニット7には手
持ち式遠隔操作盤12が結線され、掘削チェーン3の作
動や支持体4の前後推進及び昇降ジャッキ11a,11
bの上下動が遠隔操作されるようになっている。
[0008] Hydraulic lifting jacks 11a and 11b which slightly move up and down are attached to both left and right portions of a reaction force receiver 6 which supports the other end of the hydraulic cylinder 5. Also,
The hydraulic motor 3A and the hydraulic cylinder 5 of the excavating chain 3
An engine (not shown) is mounted on the hydraulic unit 7 for supplying pressure oil to the lifting jacks 11a and 11b, so that the hydraulic unit 7 can run on its own. Further, a hand-held remote control panel 12 is connected to the hydraulic unit 7 to operate the excavation chain 3, to propel the support 4 back and forth, and to raise and lower the jacks 11a, 11a.
The vertical movement of b is remotely controlled.

【0009】このようにして、本実施例では、支持体4
を六つの支持体部分4a〜4fに分割形成したので、運
搬時に二つに分解するなどで負担を軽減することができ
るとともに、連結−組立てに自由度があり、図示例のよ
うに全ての支持体部分4a〜4fを用いた場合には、幅
を広げた状態として使用でき、また副支持体部分4c,
4dの片方または両方を取り外した場合は、幅を狭めた
状態として使用できる。また、掘削チェーン3や支持体
4及び昇降ジャッキ11a,11bの作動が手持ち式遠
隔操作盤12で掘削状況を監視しながらボタン操作で集
中的に行える。また、油圧ユニット7は自走式であるた
め、従来例のように複数本の電気ケーブル等をひきずら
なくても済む。また、昇降ジャッキ11a,11bが枕
木1等を支持するので、従来例のように人力でくさび等
を打ち込まなくても済む。
Thus, in this embodiment, the support 4
Is divided into six support parts 4a to 4f, so that the load can be reduced by disassembling the support parts into two parts during transportation, etc., and there is a degree of freedom in connection-assembly. When the body parts 4a to 4f are used, the body parts 4a to 4f can be used in an expanded state.
When one or both of 4d is removed, it can be used in a state where the width is reduced. In addition, the operation of the excavation chain 3, the support 4 and the lifting jacks 11a and 11b can be intensively performed by button operation while monitoring the excavation status with the hand-held remote control panel 12. Further, since the hydraulic unit 7 is a self-propelled type, it is not necessary to draw a plurality of electric cables or the like as in the conventional example. In addition, since the lifting jacks 11a and 11b support the sleepers 1 and the like, it is not necessary to drive wedges or the like with human power as in the conventional example.

【0010】なお、本発明は前記実施例に限定されず、
本発明の要旨を逸脱しない範囲内で、各種の変更が可能
であることは言う迄もない。
[0010] The present invention is not limited to the above embodiment,
It goes without saying that various changes can be made without departing from the spirit of the present invention.

【0011】[0011]

【発明の効果】以上説明したように本発明によれば、支
持体が複数個の支持体部分に分割形成されるため、運搬
時には分解することで軽く運搬できるとともに、組立て
に自由度があって幅寸法を変更でき使い勝手があるとい
う効果が得られる。また、操作手段により支持体の推進
等が掘削状況を見ながら遠隔操作でき、作業人数の削減
と安全性が高められる。また、油圧ユニットの自走によ
り、掘削機の移動が容易化され、作業性が向上する。ま
た、反力受けの昇降ジャッキにより、列車通過時に枕木
等が簡便に支持され、作業性が向上する。
As described above, according to the present invention, since the support is divided into a plurality of support portions, it can be lightly transported by being disassembled during transportation, and has a high degree of freedom in assembly. The effect of being able to change the width dimension and being convenient is obtained. Further, the propulsion of the support body and the like can be remotely controlled by the operating means while observing the state of excavation, thereby reducing the number of workers and increasing safety. In addition, the self-propelled operation of the hydraulic unit facilitates the movement of the excavator and improves workability. In addition, the sleeper and the like are easily supported when passing through the train by the lifting jacks of the reaction force receiver, and workability is improved.

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

【図1】本発明の一実施例を示す全体平面図である。FIG. 1 is an overall plan view showing one embodiment of the present invention.

【図2】同じく支持体の組立斜視図である。FIG. 2 is an assembled perspective view of the support.

【図3】同じく支持体の分解斜視図である。FIG. 3 is an exploded perspective view of the support.

【符号の説明】[Explanation of symbols]

3 掘削チェーン 4 支持体 5 油圧シリンダ 6 反力受け 7 油圧ユニット 11a,11b 昇降ジャッキ 12 手持ち式遠隔操作盤 3 Excavation Chain 4 Support 5 Hydraulic Cylinder 6 Reaction Force Receiver 7 Hydraulic Unit 11a, 11b Elevating Jack 12 Handheld Remote Control Panel

───────────────────────────────────────────────────── フロントページの続き (72)発明者 阿曽 良忠 神奈川県相模原市田名3000番地 三菱重 工業株式会社 相模原製作所内 (72)発明者 大光寺 信夫 東京都千代田区丸の内二丁目5番1号 三菱重工業株式会社内 (72)発明者 目崎 信夫 新潟県柏崎市新橋2番8号 株式会社植 木組内 (72)発明者 佐竹 廣思 愛知県名古屋市緑区鳴海町字清水3の 124 (72)発明者 速水 政彦 岐阜県羽島市福寿町間島3の135 (72)発明者 種瀬 壽一 三重県桑名市大山町1の8の13 (56)参考文献 特開 昭64−1803(JP,A) 特開 昭62−101702(JP,A) 特開 昭57−44001(JP,A) 特開 昭62−63719(JP,A) 特開 昭51−137206(JP,A) (58)調査した分野(Int.Cl.6,DB名) E01B 27/04──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Yoshitada Aso 3000 Tana, Sagamihara-shi, Kanagawa Mitsubishi Heavy Industries, Ltd. Sagamihara Works (72) Inventor Nobuo Daikouji 2-5-1 Marunouchi, Chiyoda-ku, Tokyo Mitsubishi Heavy Industries, Ltd. (72) Inventor Nobuo Mezaki 2-8 Shimbashi, Kashiwazaki-shi, Niigata Ueki-gumi Co., Ltd. (72) Inventor Hiroshi Satake 124, Shimizu 3 of Narumi-cho, Midori-ku, Nagoya-shi, Aichi (72) Invention Author Masahiko Hayami 3-1, 135, Majima, Fukuju-cho, Hashima City, Gifu Prefecture (72) Inventor Juichi Tanase, 1-8-13, Oyama-cho, Kuwana City, Mie Prefecture (56) References Japanese Unexamined Patent Publication No. 64-1803 (JP, A) 62-101702 (JP, A) JP-A-57-44001 (JP, A) JP-A-62-63719 (JP, A) JP-A-51-137206 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) E01B 27/0 Four

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鉄道道床のレール下の砕石群を掘削して
外側方へ掻出す掘削チェーンと、該掘削チェーンを支持
して前後方向に推進可能な支持体とを有し、前記支持体
は長手方向に分割された複数箇の支持体部分が互いに着
脱自在に連結されて組み立てられてなることを特徴とす
る道床自動掘削機。
1. An excavating chain for excavating a group of crushed stones under a rail on a railway floor and scraping the crushed stone outward, and a support capable of supporting the excavating chain and propelling in the front-rear direction, wherein the support is An automatic roadbed excavator, wherein a plurality of support portions divided in a longitudinal direction are detachably connected to each other and assembled.
【請求項2】 少なくとも掘削チェーンの駆動部を遠隔
操作する操作手段を備えたことを特徴とする請求項1の
道床自動掘削機。
2. The automatic roadbed excavator according to claim 1, further comprising operating means for remotely operating at least a drive unit of the excavation chain.
【請求項3】 少なくとも掘削チェーンの駆動部に圧油
を供給する自走式の油圧ユニットを備えたことを特徴と
する請求項1の道床自動掘削機。
3. The automatic roadbed excavator according to claim 1, further comprising a self-propelled hydraulic unit that supplies pressurized oil to at least a driving unit of the excavation chain.
【請求項4】 支持体を前後方向に推進させるための昇
降ジャッキ付き反力受けを備えたことを特徴とする請求
項1の道床自動掘削機。
4. The automatic roadbed excavator according to claim 1, further comprising a reaction force receiver with a lifting jack for propelling the support in the front-rear direction.
JP2837591A 1991-02-22 1991-02-22 Automatic roadbed excavator Expired - Lifetime JP2831142B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2837591A JP2831142B2 (en) 1991-02-22 1991-02-22 Automatic roadbed excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2837591A JP2831142B2 (en) 1991-02-22 1991-02-22 Automatic roadbed excavator

Publications (2)

Publication Number Publication Date
JPH04269201A JPH04269201A (en) 1992-09-25
JP2831142B2 true JP2831142B2 (en) 1998-12-02

Family

ID=12246892

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2837591A Expired - Lifetime JP2831142B2 (en) 1991-02-22 1991-02-22 Automatic roadbed excavator

Country Status (1)

Country Link
JP (1) JP2831142B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101561715B1 (en) * 2008-01-02 2015-10-19 프란츠 플라세 바흔바우마쉬넨-인두스트리게젤샤프트 엠. 베. 하 Machine and method for receiving ballast of a track

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8904676B2 (en) * 2009-10-08 2014-12-09 Dymax, Inc Undercutter device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101561715B1 (en) * 2008-01-02 2015-10-19 프란츠 플라세 바흔바우마쉬넨-인두스트리게젤샤프트 엠. 베. 하 Machine and method for receiving ballast of a track

Also Published As

Publication number Publication date
JPH04269201A (en) 1992-09-25

Similar Documents

Publication Publication Date Title
US3458396A (en) Demolition machine
CZ36596A3 (en) Track-building machine
JP3579817B2 (en) Tunnel repair equipment
JP3725605B2 (en) Movable temporary road surface structure and its installation / removal method
JP2831142B2 (en) Automatic roadbed excavator
CA2114398C (en) Machine arrangement for tamping a track
JP4859697B2 (en) Transverse moving equipment at start shaft
KR101244048B1 (en) Constructing apparatus and method for a train temporary bridge
US6082469A (en) Doweling hole drilling machine
US4805707A (en) Wrecking apparatus
JP2000265777A (en) Transferable stage for repairing tunnel and tunnel repair method using the same
JP4698459B2 (en) Construction method for underground structures
JP3051568B2 (en) Traveling equipment for subsequent equipment of a tunnel excavator
JP2004068526A (en) Slope reinforcing method
RU2377356C2 (en) Method of tie replacement
JP3702375B2 (en) Roadbed tamping truck
JP2001020688A (en) Forms for tunnel
EP2670922A1 (en) Device and method for constructing and treating railway tracks
JPH08254099A (en) Working device in tunnel
KR200256168Y1 (en) backhoe which is able to run on railway
US4848426A (en) Adzer cribber
JPH07113393A (en) Gantry backhoe of concrete form loaded type
JP3240527U (en) Simple drilling system
KR200191535Y1 (en) Horizontal excavator for press-inserting steel duct
RU2819392C1 (en) Complex for drilling wells in rocks

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: 19980818

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

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

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: 20080925

Year of fee payment: 10

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

Free format text: PAYMENT UNTIL: 20080925

Year of fee payment: 10

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

Free format text: PAYMENT UNTIL: 20090925

Year of fee payment: 11

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

Free format text: PAYMENT UNTIL: 20100925

Year of fee payment: 12

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

Free format text: PAYMENT UNTIL: 20100925

Year of fee payment: 12

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

Free format text: PAYMENT UNTIL: 20110925

Year of fee payment: 13

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110925

Year of fee payment: 13