JP3795859B2 - Propulsion pipe for pipe propulsion method - Google Patents

Propulsion pipe for pipe propulsion method Download PDF

Info

Publication number
JP3795859B2
JP3795859B2 JP2002376942A JP2002376942A JP3795859B2 JP 3795859 B2 JP3795859 B2 JP 3795859B2 JP 2002376942 A JP2002376942 A JP 2002376942A JP 2002376942 A JP2002376942 A JP 2002376942A JP 3795859 B2 JP3795859 B2 JP 3795859B2
Authority
JP
Japan
Prior art keywords
pipe
propulsion
opening
lid
propulsion pipe
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
JP2002376942A
Other languages
Japanese (ja)
Other versions
JP2004019435A (en
Inventor
文命一
朴台東
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.)
KT Corp
Original Assignee
KT 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 KT Corp filed Critical KT Corp
Publication of JP2004019435A publication Critical patent/JP2004019435A/en
Application granted granted Critical
Publication of JP3795859B2 publication Critical patent/JP3795859B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D13/00Large underground chambers; Methods or apparatus for making them
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/005Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、管推進工法用推進管に関し、より詳しくは、管推進工法により多数の推進管を圧入推進してトンネルを完成した後、ケーブルを連結させたり分岐を追加設置したりする時に、最小の作業空間を必要とし、最小の地域のみを掘削して作業時間及び費用を節減する管推進工法用推進管に関する。
【0002】
【従来の技術】
近年、都市化に従い電気通信装備、上下水道、鉄道、道路、都市ガスなどの各種基盤施設の需要が増大しており、このような施設物等は、地下空間の活用、及び施設物自体の保護のために地下に埋設してある。これにより、地下埋設のための工法の技術向上と、これを行う施工装備の改善が求められている。
【0003】
このような中、環境保全、地下施設物の安定性、及び経済的側面だけではなく、複雑な現場条件の中で、地下施設物の埋設による都心の交通混雑及びダスト発生などの問題点を最小化しながら、地下空間を確保するための目的で開発された工法が管推進工法であり、これは、セミシールド(semi−shield)工法とも呼ばれる。
【0004】
管推進工法は、セミシールドマシーンという円筒形の鋼材の掘進機を垂直作業でトンネル内に投入させて掘進機の先端部に装着すると共に、ローラカッタ、及びスクレーパビットを備えた土砂掘削用カッタヘッド(cutter head)を回転させて地盤を掘削する。そして、各種補助工法でトンネル面の崩壊を防止すると同時に、掘進機の後方に設けられた推進管を油圧ジャッキで圧入して推進させながら設置することを繰り返してトンネルを掘削する。
【0005】
従来の管推進工法に用いられる推進管を添付の図面を参照して説明すると、以下の通りである。
【0006】
図1は、従来の管推進工法用推進管を示す側部断面図であり、図2は、図1のA―A’線断面図である。図示のように、従来の管推進工法用推進管10は、コンクリート11の内部に主鉄筋12及び補強鉄筋13を配筋して形成した円筒形の鉄筋コンクリート構造物である。
【0007】
推進管10は、油圧ジャッキ(図示せず)で圧入推進する時、推進管10と推進管10との互いに対向する端部を埋込カラー20で連結させることで、トンネルの入口から出口まで連結されて地下に設けられる。
【0008】
【発明が解決しようとする課題】
しかし、このような従来の推進管10はトンネルを掘削して完成した後、一定区間を垂直に掘削してケーブルを連結させたり分岐を追加設置したりする場合、推進管10の周面に穿孔することができないので、該当区間に位置する推進管10を持ち上げなければならない。従って、ケーブルを連結させたり分岐を追加設置したりする時に必要な空間より1つの推進管10に該当する広さだけ広い作業空間が必要になるので、無駄な広い地域を掘削しなければならず、これにより作業時間及び費用が浪費されるだけではなく、作業による近隣住民の請願が増加し、また、推進管10を持ち上げる時に他の推進管10に衝撃を加えて悪影響を及ぼすことがあるという問題点を有していた。
【0009】
本発明は上述した従来の問題点を解決するためのものであり、本発明の目的は、管推進工法により多数の推進管を圧入推進してトンネルを完成した後、ケーブルを連結させたり分岐を追加設置したりする時に必要最小限の地域のみを掘削するようにして、作業時間及び費用を節減し、作業による近隣住民の請願を減少させ、また、作業による地下に埋設された推進管に影響を及ばない管推進工法用推進管を提供することである。
【0010】
【課題を解決するための手段】
以上のような目的を実現するために、本発明は、管推進工法に用いられる推進管であって、この推進管は側面に開口が形成されており、この開口に、蓋が着脱自在に設けられていることを特徴とする。
【0011】
【発明の実施の形態】
以下に、添付の図面を参照して、この技術分野における通常の知識を有する者が容易に実施できるように、本発明の好適な実施の形態を詳説する。
【0012】
図3は、本発明による管推進工法用推進管を示す側部断面図であり、図4は、図3のB−B’線断面図である。図示のように、本発明による管推進工法用推進管100は、コンクリート110の内部に主鉄筋120と補強鉄筋130を配筋して形成した円筒形状の鉄筋コンクリート構造物であり、側面に開口140が形成されており、この開口140に、蓋150が着脱自在に結合されている。
【0013】
開口140は、円形、四角形、その他の色々な形状であってよく、推進管100の大きさに応じて多様な大きさで形成することができる。また、開口140は、内周面に係止突起141が形成され、内側に蓋150が挿入装着されている。
【0014】
蓋150の外周面は、開口140の内周面と相補的な形状を有する。即ち、蓋150は、外周面に沿って形成される突出部が係止突起141に掛かって開口140に挿入装着されている。一方、蓋150は、開口140に挿入装着した後、その外周面の突出部と開口140の係止突起141をボルト155で締結するのが好ましい。また、開口140には、これの内周面に封止部材160が設けられている。
【0015】
封止部材160は一定の弾性を有する材質で形成されており、好ましくはゴム材質で形成されている。従って、封止部材160により開口140と蓋150の結合部位が密閉されると同時に、推進管100の推進時に発生する振動により蓋150に衝撃が加えられることを緩和させることができる。
【0016】
このような構造で形成された管推進工法用推進管の動作は、次のようになされる。
【0017】
従来の推進管10を埋込カラー20で連結させて、油圧ジャッキ(図示せず)で地下に圧入推進することによって、トンネルが完成される。この時、ケーブルを連結させたり分岐を追加設置したりする地点に位置するように、従来の推進管10の間に、本発明の推進管100を挿入させて従来の推進管10と共に油圧ジャッキ(図示せず)で圧入推進させる。
【0018】
トンネルが完成されると、ケーブルを連結させるか分岐を追加設置する地点を、推進管100の蓋150が露出されるまで垂直に掘削する。この時、推進管100を持ち上げるための面積に該当する広い地域を掘削する必要がなく、蓋150を推進管100の開口140から分離できる範囲の面積のみを掘削するだけでよい。
【0019】
蓋150が露出されると、ボルト155を外して推進管100の開口140から蓋150を分離した後、ケーブルを連結させるか分岐を追加設置する。
【0020】
一方、推進管100は、このような非開削式工法のみではなく、開削式工法でも用いることができる。従って、開削式工法により地下に推進管100を連結して埋設した後、必要に応じて開口140を通じて容易にケーブルを連結させたり分岐を追加設置したりすることができる。
【0021】
以上のように本発明の好適な実施例によると、管推進工法により多数の推進管を圧入推進してトンネルを完成した後、ケーブルを連結させたり分岐を追加設置したりする時に必要最小限の作業空間を形成するように、最小の地域のみを掘削するだけでよいので、作業時間及び費用を節減し、作業による近隣住民の請願を減少させることができ、また、地下に埋設された推進管に影響を及ぼすことがない。
【0022】
上記において、本発明の好適な実施の形態について説明したが、本発明の請求範囲を逸脱することなく、当業者は種々の改良や変形をなし得るであろう。
【0023】
【発明の効果】
上述したように、本発明による管推進工法用推進管は、管推進工法により多数の推進管を圧入推進してトンネルを完成した後、ケーブルを連結させたり分岐を追加設置したりする時に必要最小限の作業空間を形成するように、最小の地域のみを掘削するだけでよいので、作業時間及び費用を節減し、作業による近隣住民の請願を減少させることができ、また、地下に埋設された推進管に影響を及ぼすことがないという効果を有している。
【図面の簡単な説明】
【図1】従来の管推進工法用推進管を示す側断面図である。
【図2】図1のA−A’線断面図である。
【図3】本発明による管推進工法用推進管を示す側断面図である。
【図4】図3のB−B’線断面図である。
【符号の説明】
100:推進管
110:コンクリート
120:主鉄筋
130:補強鉄筋
140:開口
150:蓋
160:封止部材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a propulsion pipe for a pipe propulsion method, and more specifically, when a tunnel is completed by press-fitting and propelling a large number of propulsion pipes by the pipe propulsion method, it is minimum when connecting cables or installing additional branches. The present invention relates to a propulsion pipe for a pipe propulsion method that requires a working space and excavates only the smallest area to save work time and cost.
[0002]
[Prior art]
In recent years, the demand for various infrastructure facilities such as telecommunications equipment, water and sewage systems, railways, roads, city gas, etc. has increased in accordance with the urbanization. It is buried underground for As a result, there is a need to improve the technology of construction methods for underground burial and to improve the construction equipment that performs this.
[0003]
Under such circumstances, not only environmental protection, stability of underground facilities, and economic aspects, but also the problems such as traffic congestion and dust generation in the city center due to the buried underground facilities are minimized in complex site conditions. The pipe propulsion method is a method developed for the purpose of securing an underground space, and is also called a semi-shield method.
[0004]
The pipe propulsion method uses a semi-shield machine called a cylindrical steel excavator to be inserted into the tunnel by vertical work and attached to the tip of the excavator, and a cutter head for earth excavation equipped with a roller cutter and a scraper bit. The ground is excavated by rotating (cutter head). Then, the tunnel surface is prevented from collapsing with various auxiliary construction methods, and at the same time, the tunnel is excavated by repeatedly installing the propulsion pipe provided behind the excavator while being pushed by a hydraulic jack.
[0005]
A propulsion pipe used in a conventional pipe propulsion method will be described with reference to the accompanying drawings.
[0006]
FIG. 1 is a side sectional view showing a conventional pipe for a pipe propulsion method, and FIG. 2 is a sectional view taken along line AA ′ of FIG. As shown in the figure, a conventional pipe propulsion pipe 10 is a cylindrical reinforced concrete structure formed by arranging main reinforcing bars 12 and reinforcing bars 13 inside concrete 11.
[0007]
The propulsion pipe 10 is connected from the entrance to the exit of the tunnel by connecting the opposite ends of the propulsion pipe 10 and the propulsion pipe 10 with the embedded collar 20 when press-fitting and propelling with a hydraulic jack (not shown). To be installed underground.
[0008]
[Problems to be solved by the invention]
However, when such a conventional propulsion pipe 10 is completed by excavating a tunnel and then excavating a certain section vertically to connect cables or install additional branches, drilling is performed on the peripheral surface of the propulsion pipe 10. Since this cannot be done, the propulsion pipe 10 located in the corresponding section must be lifted. Therefore, a work space wider than the space required for connecting cables or installing additional branches is required corresponding to one propulsion pipe 10, and therefore a wasteful wide area must be excavated. This not only wastes working time and costs, but also increases the number of petitions of neighboring residents due to the work, and may cause other propulsion pipes 10 to be impacted when the propulsion pipes 10 are lifted. Had problems.
[0009]
The present invention is for solving the above-mentioned conventional problems, and the object of the present invention is to press-fit a large number of propulsion pipes by a pipe propulsion method to complete a tunnel, and then connect cables or branch them. By excavating only the minimum necessary area for additional installation, the work time and cost will be reduced, the local residents' petition will be reduced by the work, and the propulsion pipe buried underground will be affected by the work It is to provide a propulsion pipe for the pipe propulsion method that does not exceed.
[0010]
[Means for Solving the Problems]
In order to achieve the above object, the present invention provides a propulsion pipe used in a pipe propulsion method, wherein the propulsion pipe has an opening formed on a side surface, and a lid is detachably provided in the opening. It is characterized by being.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
DETAILED DESCRIPTION Exemplary embodiments of the present invention will be described below in detail with reference to the accompanying drawings so that those skilled in the art can easily implement the invention.
[0012]
FIG. 3 is a side cross-sectional view illustrating a pipe for a pipe propulsion method according to the present invention, and FIG. 4 is a cross-sectional view taken along the line BB ′ of FIG. As shown in the drawing, a propulsion pipe 100 for a pipe propulsion method according to the present invention is a cylindrical reinforced concrete structure formed by arranging a main reinforcing bar 120 and a reinforcing reinforcing bar 130 inside a concrete 110, and has an opening 140 on a side surface. The lid 150 is detachably coupled to the opening 140.
[0013]
The opening 140 may be circular, square, or other various shapes, and can be formed in various sizes depending on the size of the propulsion tube 100. In addition, the opening 140 has a locking projection 141 formed on the inner peripheral surface, and a lid 150 is inserted and mounted inside.
[0014]
The outer peripheral surface of the lid 150 has a shape complementary to the inner peripheral surface of the opening 140. That is, the lid 150 is inserted and mounted in the opening 140 with a protruding portion formed along the outer peripheral surface hooking on the locking projection 141. On the other hand, the lid 150 is preferably inserted into the opening 140 and then fastened with a bolt 155 between the protruding portion of the outer peripheral surface and the locking protrusion 141 of the opening 140. The opening 140 is provided with a sealing member 160 on the inner peripheral surface thereof.
[0015]
The sealing member 160 is made of a material having a certain elasticity, and is preferably made of a rubber material. Therefore, the joint portion of the opening 140 and the lid 150 is sealed by the sealing member 160, and at the same time, it is possible to mitigate the impact on the lid 150 due to vibration generated when the propulsion pipe 100 is propelled.
[0016]
The operation of the propulsion pipe for the pipe propulsion method formed with such a structure is performed as follows.
[0017]
A conventional propulsion pipe 10 is connected by an embedded collar 20 and is pushed into the basement with a hydraulic jack (not shown) to complete the tunnel. At this time, the propulsion pipe 100 of the present invention is inserted between the conventional propulsion pipes 10 so as to be located at a point where the cables are connected or the branch is additionally installed, and a hydraulic jack ( Press-fed with (not shown).
[0018]
When the tunnel is completed, a point where a cable is connected or a branch is additionally installed is excavated vertically until the lid 150 of the propulsion pipe 100 is exposed. At this time, it is not necessary to excavate a wide area corresponding to the area for lifting the propulsion pipe 100, and only an area in a range in which the lid 150 can be separated from the opening 140 of the propulsion pipe 100 may be excavated.
[0019]
When the lid 150 is exposed, the bolt 155 is removed and the lid 150 is separated from the opening 140 of the propulsion tube 100, and then the cable is connected or a branch is additionally installed.
[0020]
On the other hand, the propulsion pipe 100 can be used not only in such a non-open-cut method but also in a cut-open method. Therefore, after the propulsion pipe 100 is connected and buried underground by the open-cut method, the cable can be easily connected through the opening 140 or a branch can be additionally installed as necessary.
[0021]
As described above, according to the preferred embodiment of the present invention, after the tunnel is completed by press-fitting and propelling a large number of propulsion pipes by the pipe propulsion method, the minimum necessary for connecting cables or installing additional branches is provided. Since only a minimum area needs to be excavated so as to form a work space, the work time and cost can be reduced, the petitions of neighboring residents due to the work can be reduced, and the propulsion pipe buried underground Will not be affected.
[0022]
While the preferred embodiment of the present invention has been described above, those skilled in the art will be able to make various improvements and modifications without departing from the scope of the present invention.
[0023]
【The invention's effect】
As described above, the propulsion pipe for the pipe propulsion method according to the present invention is the minimum necessary when a cable is connected or a branch is additionally installed after completing the tunnel by press-fitting and pushing a large number of propulsion pipes by the pipe propulsion method. Only the smallest area needs to be excavated so as to form a limited work space, which saves work time and costs, reduces the petitions of neighboring residents due to work, and is buried underground It has the effect of not affecting the propulsion pipe.
[Brief description of the drawings]
FIG. 1 is a side sectional view showing a conventional pipe for a pipe propulsion method.
FIG. 2 is a cross-sectional view taken along line AA ′ of FIG.
FIG. 3 is a side sectional view showing a propulsion pipe for a pipe propulsion method according to the present invention.
4 is a cross-sectional view taken along line BB ′ of FIG.
[Explanation of symbols]
100: Propulsion pipe 110: Concrete 120: Main rebar 130: Reinforcing bar 140: Opening 150: Lid 160: Sealing member

Claims (2)

管推進工法に用いられる推進管であって、
この推進管の側面に形成された開口と、
この開口に位置されるように結合される蓋と、
前記開口と前記蓋との隙間の全面に渡って充填し、密閉させる封止部材とを具備し、
前記蓋が前記封止部材を介して前記開口に着脱可能に結合されていることを特徴する管推進工法用推進管。
A propulsion pipe used in the pipe propulsion method,
An opening formed on the side of the propulsion tube ;
A lid coupled to be located in this opening ;
A sealing member that fills and seals the entire gap between the opening and the lid;
A propulsion pipe for a pipe propulsion method, wherein the lid is detachably coupled to the opening via the sealing member .
前記蓋は、前記推進管の前記開口に、ボルトによって着脱自在に結合されていることを特徴とする請求項1に記載の管推進工法用推進管。The propulsion pipe for a pipe propulsion method according to claim 1, wherein the lid is detachably coupled to the opening of the propulsion pipe by a bolt.
JP2002376942A 2002-06-12 2002-12-26 Propulsion pipe for pipe propulsion method Expired - Fee Related JP3795859B2 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020020032950A KR20030095652A (en) 2002-06-12 2002-06-12 Propulsion pipe for using a pipe propulsion technique

Publications (2)

Publication Number Publication Date
JP2004019435A JP2004019435A (en) 2004-01-22
JP3795859B2 true JP3795859B2 (en) 2006-07-12

Family

ID=31185724

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002376942A Expired - Fee Related JP3795859B2 (en) 2002-06-12 2002-12-26 Propulsion pipe for pipe propulsion method

Country Status (2)

Country Link
JP (1) JP3795859B2 (en)
KR (1) KR20030095652A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10608258B2 (en) * 2013-08-08 2020-03-31 Tanaka Kikinzoku Kogyo K.K. Catalyst for solid polymer fuel cells and method for producing same
KR102374691B1 (en) 2022-01-06 2022-03-15 (주)대원콘크리트 A method of manufacturing a socket flange and an end-ketching flange of a resin tube molding frame, and a resin tube molded using the same

Also Published As

Publication number Publication date
KR20030095652A (en) 2003-12-24
JP2004019435A (en) 2004-01-22

Similar Documents

Publication Publication Date Title
CN109723065B (en) Reinforcing device and deep foundation pit local freezing reinforcing construction method in water-rich gravel stratum
KR100656194B1 (en) Open cut and cover method applying tunnel cut method
CN110565686A (en) Construction method for penetrating river channel under pipe gallery
KR100562121B1 (en) Shield tunneling construction method and tunnel structure
CN110529120B (en) Construction method for removing invasion limiting structure by chiseling VI-level surrounding rock shallow-buried underground excavation loess tunnel
JP3795859B2 (en) Propulsion pipe for pipe propulsion method
KR20070079675A (en) Method for construction of tunnel
CN109119943A (en) System of laying optimization method of the cable at push pipe both ends
KR100701885B1 (en) Non-open cut pipe installation method
JP2925822B2 (en) Groundwater level drop method and segment in construction of segment type tunnel
KR102341682B1 (en) Tunneling machine for non-open cut type to install excavation device
KR20210002947A (en) Two-side semicircle arch type leading pipe and structure of non-excavation type tunnel using thereof and method of constructing thereof
JP3401177B2 (en) Sewer renewal shield excavator
CN217681552U (en) Impact type compaction rod for treating small-scale roadbed diseases
JP6276300B2 (en) Open shield method
KR100888858B1 (en) Propulsion pipe
KR102608601B1 (en) Sheet non excavation method for drilling a tunnel having a file reinforcing structure
KR102243585B1 (en) Structure of constructing non-excavation type tunnel using steel pipe loof and leading pipe
CN210460662U (en) Shield constructs manhole
JPH11247591A (en) Connection method of underground structure using jacking device
JP6019689B2 (en) Tunnel widening method
KR102243584B1 (en) Two-side semicircle arch type leading pipe and structure of underground tunnel using thereof and method of constructing thereof
KR102048831B1 (en) Non-excavation type tunnel structure using steel pipe loof and leading pipe and method of constructing thereof
JP4587219B2 (en) Pressure excavation machine for renewal of existing concrete pipe and renewal method of existing concrete pipe using it.
KR100291550B1 (en) Two way microtunnelling method using owned reaction wall and apparatus thereof

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20051011

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060111

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: 20060314

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060413

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: 20090421

Year of fee payment: 3

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

Free format text: PAYMENT UNTIL: 20100421

Year of fee payment: 4

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

Free format text: PAYMENT UNTIL: 20110421

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20110421

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20120421

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20120421

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20130421

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20130421

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20140421

Year of fee payment: 8

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees