JPH07109889A - Double pipe jacking method - Google Patents

Double pipe jacking method

Info

Publication number
JPH07109889A
JPH07109889A JP25568293A JP25568293A JPH07109889A JP H07109889 A JPH07109889 A JP H07109889A JP 25568293 A JP25568293 A JP 25568293A JP 25568293 A JP25568293 A JP 25568293A JP H07109889 A JPH07109889 A JP H07109889A
Authority
JP
Japan
Prior art keywords
pipe
double
propulsion
tube
double steel
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.)
Withdrawn
Application number
JP25568293A
Other languages
Japanese (ja)
Inventor
Mitsutoshi Hayashi
光俊 林
Shingo Nagashima
伸吾 長島
Minoru Kurashina
稔 蔵品
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.)
Tokyo Gas Co Ltd
Original Assignee
Tokyo Gas Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tokyo Gas Co Ltd filed Critical Tokyo Gas Co Ltd
Priority to JP25568293A priority Critical patent/JPH07109889A/en
Publication of JPH07109889A publication Critical patent/JPH07109889A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To center and connect inner pipes together with high accuracy in sequence and advance under the ground by arranging a jack between the outer pipe and inner pipe of a jacking double pipe arranged in a vertical shaft, and performing the centering via the operation of the jack. CONSTITUTION:The second double steel pipe 50 constituted of an outer pipe 51 and an inner pipe 52 having the same structures as those for the first double steel pipe is mounted on a mount, and a jack 70 is arranged between the outer pipe 51 and the inner pipe 52. The inner pipe 52 is lifted by the jack 70, and centering is performed with the inner pipe of the first double steel pipe. Only the inner pipe 52 is moved, and position adjustment is made relatively easily. The rear end of the inner pipe of the first double steel pipe and the front end of the inner pipe 52 are welded, the outer pipe 51 of the second double steel pipe 50 is slid forward, and the front end of the outer pipe 51 is brought into contact with the rear end of the outer pipe of the first double steel pipe. Driving force is applied to the rear end of the outer pipe 51 of the second double steel pipe 50, and the second double steel pipe 50 is connected to the first double steel pipe for the underground advance. These processes are repeated to connect the double steel pipes for the underground advance.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は内管と外管とを備えた推
進用二重管を地中に推進することによりその二重管を地
中に敷設する推進工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a propulsion method for laying a double pipe for propulsion, which has an inner pipe and an outer pipe, in the ground by propelling the double pipe for propulsion into the ground.

【0002】[0002]

【従来の技術】例えば高圧ガスを地中に敷設する場合、
通常、敷設する経路に沿って地上から溝を開削してその
溝にガス管を配置し、溝内に配置されたガス管どうしを
互いに溶接し、その溝が埋め戻されることにより地中に
ガス管が敷設される。一方、道路や川を横切ってガス管
を地中に敷設する場合、地上から溝を開削するには道路
や川の迂回路をつくる必要があるため、地上から溝を開
削する工法の代わりに、立坑を掘っておいてその立坑の
横壁から管を地中に推進する推進工法が採用される場合
がある。この推進工法を採用するにあたっては、ガス管
に疵などが生じることを防止するため、ヒューム管を地
中に推進し、地中に推進されたヒューム管の中にガス管
を引き込みもしくは押し込む工法が採用される。
2. Description of the Related Art For example, when laying high pressure gas underground,
Usually, a groove is excavated from the ground along the route to be laid, a gas pipe is arranged in the groove, the gas pipes arranged in the groove are welded to each other, and the groove is backfilled to form a gas in the ground. The pipe is laid. On the other hand, when laying a gas pipe in the ground across a road or river, it is necessary to create a detour for the road or river in order to open the groove from the ground, so instead of the method of cutting the groove from the ground, In some cases, a propulsion method is adopted in which a vertical shaft is dug and a pipe is propelled into the ground from the horizontal wall of the vertical shaft. When adopting this propulsion method, in order to prevent flaws and the like from occurring in the gas pipe, there is a method of propelling the fume pipe into the ground and pulling in or pushing the gas pipe into the fume pipe propelled into the ground. Adopted.

【0003】ところがヒューム管の強度は比較的弱く、
この比較的強度の弱いヒューム管を地中に推進するには
一般に100m程度が限界であり、立坑で中継すること
なくそれ以上の遠距離に亘って推進するのは困難であ
り、幅広の川の河口付近を横切る場合等の遠距離の推進
には不向きである。また、上記推進工法では、推進距離
とは無関係に、先ずヒューム管を推進した後そのヒュー
ム管の中にガス管を引き込みもしくは押し込む必要があ
るため、工数がかかるという問題もある。
However, the strength of the fume tube is relatively weak,
Generally, about 100 m is the limit for propelling this relatively weak fume tube into the ground, and it is difficult to propel it over a long distance without relaying it on the shaft, and it is difficult to propel it over a wide river. It is not suitable for long-distance propulsion such as when crossing a river mouth. In addition, in the above-mentioned propulsion method, it is necessary to first propel the fume tube and then pull in or push the gas tube into the fume tube regardless of the propulsion distance.

【0004】これらの問題を解決した推進工法として、
外管の中に内管を配置した二重鋼管を地中に推進する推
進工法が提案されている(例えば特願平4−18391
8号,特願平5−044860号参照)。この推進工法
においては、内管に歪みや疵等を生じさせないよう、外
管にのみ推進力が加えられる。ところでガス管等を地中
に敷設する場合、運搬や取扱い便宜上、例えば6m程度
の長さの鋼管が工場で製造され、敷設現場に運搬され、
敷設現場でそれらの管どうしが溶接されて埋設される。
この溶接の際には溶接される管どうしをうまく芯出しす
る必要がある。
As a propulsion method that solves these problems,
A propulsion method for propelling a double steel pipe in which an inner pipe is arranged inside an outer pipe into the ground has been proposed (for example, Japanese Patent Application No. 4-18391)
8 and Japanese Patent Application No. 5-044860). In this propulsion method, propulsive force is applied only to the outer tube so that the inner tube is not distorted or damaged. By the way, when laying gas pipes in the ground, for convenience of transportation and handling, for example, a steel pipe with a length of about 6 m is manufactured at the factory and transported to the laying site.
The pipes are welded and buried at the laying site.
In this welding, it is necessary to properly center the pipes to be welded.

【0005】図3は、開削された溝内に配置された管を
表した図、図4は図3のX−X断面図である。地上から
開削された溝10の幅方向に鋼管20を支える横棒12
が架け渡され、チェーン14により鋼管20が溝10の
内部に吊り下げられる。この吊り下げられた状態では鋼
管20はかなり自由に移動するため、チェーン14の長
さや吊り下げ位置等を調整して鋼管20どうしの芯出し
を行い、芯出しの行われた鋼管20の管端どうしが溶接
される。
FIG. 3 is a view showing a pipe arranged in a cut groove, and FIG. 4 is a sectional view taken along line XX of FIG. A horizontal bar 12 that supports the steel pipe 20 in the width direction of the groove 10 that is cut from the ground.
The steel pipe 20 is suspended inside the groove 10 by the chain 14. In this suspended state, the steel pipe 20 moves considerably freely. Therefore, the lengths of the chains 14 and the suspending position are adjusted so that the steel pipes 20 are centered with each other, and the pipe ends of the centered steel pipes 20 are adjusted. The two are welded together.

【0006】ヒューム管を地中に推進した後にそのヒュ
ーム管内に鋼管を配設する工法においても、同様にして
芯出しを行うことができる。すなわち、立坑内に吊り下
げられた鋼管の位置調整を行うことにより、その鋼管
と、ヒューム管内に引き込みもしくは押し込まれた鋼管
との間の芯出しを行うことができる。
The centering can be performed in the same manner even in the method of propelling the fume tube into the ground and then disposing the steel tube in the fume tube. That is, by adjusting the position of the steel pipe suspended in the vertical shaft, the steel pipe and the steel pipe pulled in or pushed into the fume pipe can be centered.

【0007】[0007]

【発明が解決しようとする課題】ところが、外管の内部
に内管が配置された二重鋼管を地中に推進する推進工法
を採用する場合に、内管どうしの芯出しを如何にして行
なうかが問題となる。図3、図4に示す場合と同様に、
立坑内に二重鋼管を吊り下げることも考えられるが、二
重鋼管は二重構造の鋼管であるために非常に重く吊り下
げが困難であり、吊り下げたとしてもその位置調整が困
難である。また、吊り下げる場合には外管を吊り下げる
ことになるが、芯出しをしたいのは内管であり、外管の
位置を調整しても内管芯出しを十分な精度で行うことは
困難である。
However, when adopting a propulsion method for propelling a double steel pipe in which an inner pipe is arranged inside the outer pipe into the ground, how to perform centering of the inner pipes is performed. Becomes a problem. Similar to the case shown in FIGS. 3 and 4,
It may be possible to suspend a double steel pipe in the vertical shaft, but since the double steel pipe is a steel pipe with a double structure, it is very heavy and difficult to suspend, and even if suspended, its position adjustment is difficult. . Also, when suspending, the outer pipe is suspended, but it is the inner pipe that is desired to be centered, and it is difficult to center the inner pipe with sufficient accuracy even if the position of the outer pipe is adjusted. Is.

【0008】本発明は、上記事情に鑑み、外管の内部に
内管が配置された推進用二重管を順次連結して地中に推
進する場合に、内管どうしを十分な精度で芯出しするこ
とのできる二重管推進工法を提供することを目的とす
る。
In view of the above-mentioned circumstances, the present invention provides a method of connecting the inner pipes to each other with sufficient accuracy when the double pipes for propulsion in which the inner pipes are arranged inside the outer pipes are sequentially connected and propelled into the ground. The purpose is to provide a double pipe propulsion method that can be put out.

【0009】[0009]

【課題を解決するための手段】上記目的を達成する本発
明の二重管推進工法は、外管と、その外管の内部に配置
された、外管との間で相対的に移動自在な内管とを備え
た推進用二重管どうしを順次連結しながらその推進用二
重管を立坑の横壁から地中に推進する二重管推進工法に
おいて、 (1)第1の推進用二重管を、第1の推進用二重管の後
端部が立坑の横壁から突出した位置まで地中に推進する
推進工程 (2)上記立坑内に、第1の推進用二重管の後端に連結
される第2の推進用二重管を配置する配置工程 (3)第2の推進用二重管の外管と内管との間に配設し
たジャッキを操作することにより、上記推進工程の終了
した後の第1の推進用二重管の内管と上記配置工程の終
了した後の第2の推進用二重管の内管との芯出しを行う
芯出し工程 (4)上記芯出し工程終了後に、第1の推進用二重管の
内管と第2の推進用二重管の内管とを連結すると共に、
第2の推進用二重管の外管を前方に移動させることによ
り第1の推進用二重管の外管に第2の推進用二重管の外
管を当接させる連結工程を備えたことを特徴とするもの
である。
The double pipe propulsion method of the present invention which achieves the above-mentioned object, is relatively movable between the outer pipe and the outer pipe arranged inside the outer pipe. In the double pipe propulsion method in which the double pipes for propulsion with the inner pipe are sequentially connected to each other and the double pipe for propulsion is propelled into the ground from the lateral wall of the shaft, (1) The first double pipe for propulsion Propulsion process of propelling the pipe underground until the rear end of the first propulsion double pipe projects from the horizontal wall of the shaft (2) Inside the shaft, the rear end of the first propulsion double pipe Arranging step of arranging a second propulsion double pipe connected to the (3) second propulsion double pipe by operating a jack arranged between an outer pipe and an inner pipe of the second propulsion double pipe. Centering for centering the inner tube of the first propulsion double pipe after completion of the step and the inner tube of the second propulsion double tube after completion of the arrangement step Degree (4) after the centering process is completed, with connecting the inner tube of the first propulsion double tube and an inner tube of the second propulsion double pipe,
A connecting step of bringing the outer tube of the second propulsion double tube into contact with the outer tube of the first propulsion double tube by moving the outer tube of the second propulsion double tube forward; It is characterized by that.

【0010】[0010]

【作用】本発明の二重管推進工法は、立坑内に配置した
第2の推進用二重管の外管と内管との間にジャッキを配
設してそのジャッキを操作することにより芯出しを行う
ものであるため、位置調整されるのは内管のみであり、
二重管全体の位置調整を行う場合と比べ軽くてすみ、し
かも芯出しを行ないたい内管が直接位置調整されるた
め、高精度の芯出しを行なうことができる。
In the double pipe propulsion method of the present invention, a jack is arranged between the outer pipe and the inner pipe of the second propulsion double pipe arranged in the shaft and the core is operated by operating the jack. Since it is to put out, only the inner tube is adjusted in position,
It is lighter than the case of adjusting the position of the entire double pipe, and since the inner pipe to be centered is directly adjusted in position, it is possible to perform centering with high accuracy.

【0011】[0011]

【実施例】以下、本発明の実施例について説明する。図
1は、本発明の一実施例の二重管推進工法を適用した場
合における立坑の周辺を表した図、図2は、図1に示す
二重管のY−Y断面図である。図1には、立坑30の横
壁31から既に地中に推進された第1の二重鋼管40が
示されている。この二重鋼管40は外管41と内管42
から構成されている。その第1の二重鋼管40の後端部
は立坑30内に突出した状態にある。
EXAMPLES Examples of the present invention will be described below. FIG. 1 is a view showing the periphery of a vertical shaft when the double pipe propulsion method of one embodiment of the present invention is applied, and FIG. 2 is a YY sectional view of the double pipe shown in FIG. FIG. 1 shows a first double steel pipe 40 already propelled into the ground from the lateral wall 31 of the shaft 30. This double steel pipe 40 includes an outer pipe 41 and an inner pipe 42.
It consists of The rear end portion of the first double steel pipe 40 is in a state of protruding into the vertical shaft 30.

【0012】第1の二重鋼管40を図示の状態にまで推
進した後、立坑30内の架台60の上に、第1の二重鋼
管40と同一構造の、外管51と内管52からなる第2
の二重鋼管50が載置される。架台60の高さは、その
上に二重鋼管50を載置した際に、第1の二重鋼管40
の内管42の芯(図2に破線の十字で示す)よりも、第
2の二重鋼管50の内管52の芯(図2に実線の十字で
示す)の方が若干低い位置となるように調整されてい
る。
After propelling the first double steel pipe 40 to the state shown in the drawing, an outer pipe 51 and an inner pipe 52, which have the same structure as the first double steel pipe 40, are placed on a pedestal 60 in the vertical shaft 30. Become second
The double steel pipe 50 is placed. The height of the gantry 60 is such that when the double steel pipe 50 is placed thereon, the first double steel pipe 40
The core of the inner pipe 52 of the second double steel pipe 50 (indicated by a solid line cross in FIG. 2) is slightly lower than the core of the inner pipe 42 (indicated by a cross in FIG. 2). Is adjusted.

【0013】架台60の上に二重鋼管50が載置された
後、その二重鋼管50の外管51と内管52との間にジ
ャッキ70が配置され、そのジャッキ70により内管5
2が持ち上げられ、これにより内管52の芯が第1の二
重鋼管40の内管42の芯に合わせ込まれる。なお、内
管42,52どうしの芯が上下方向のみでなく横方向も
しくは斜め方向にもずれている場合、図2に破線で示す
ジャッキ70’のようにジャッキが斜めもしくは横方向
にもあてがわれて芯出しが行なわれる。
After the double steel pipe 50 is placed on the pedestal 60, the jack 70 is arranged between the outer pipe 51 and the inner pipe 52 of the double steel pipe 50, and the inner pipe 5 is held by the jack 70.
2 is lifted, so that the core of the inner pipe 52 is aligned with the core of the inner pipe 42 of the first double steel pipe 40. When the cores of the inner pipes 42, 52 are displaced not only in the vertical direction but also in the lateral direction or the diagonal direction, the jack may be applied in the diagonal direction or the lateral direction like a jack 70 'shown by a broken line in FIG. It is broken and centering is performed.

【0014】この芯出し工法の場合、芯出しのために移
動する必要のあるのは内管52のみであるため比較的容
易に位置調整が行なわれ、しかも芯出しを行ないたい内
管を直接位置調整するため高精度の芯出しが行なわれ
る。上記のようにして内管42,52どうしの芯出しが
行なわれた後、内管42の後端42bと内管52の前端
52aが溶接され、その後第2の二重鋼管50の外管5
1が前方にスライドされてその外管51の前端51aが
第1の二重鋼管40の外管41の後端41bに当接さ
れ、そのまま第2の二重鋼管50の外管51の後端51
bに推進力が加えられて、第2の二重鋼管50が図1に
示す第1の二重鋼管40に相当する状態となるまで、第
2の二重鋼管50,第1の二重鋼管40,および第1の
二重鋼管40よりも前方に連結された二重鋼管が地中に
推進される。
In the case of this centering method, only the inner tube 52 needs to be moved for centering, so that the position can be adjusted relatively easily, and the inner tube to be centered can be directly positioned. High-precision centering is performed for adjustment. After the inner pipes 42 and 52 are centered as described above, the rear end 42b of the inner pipe 42 and the front end 52a of the inner pipe 52 are welded, and then the outer pipe 5 of the second double steel pipe 50.
1 is slid forward, the front end 51a of the outer pipe 51 thereof is brought into contact with the rear end 41b of the outer pipe 41 of the first double steel pipe 40, and the rear end of the outer pipe 51 of the second double steel pipe 50 is kept as it is. 51
The second double steel pipe 50, the first double steel pipe 50 until the second double steel pipe 50 is in a state corresponding to the first double steel pipe 40 shown in FIG. 40, and the double steel pipe connected ahead of the first double steel pipe 40 is propelled into the ground.

【0015】以上の工程を繰り返すことにより、二重鋼
管が順次連結されながら地中に推進される。
By repeating the above steps, the double steel pipes are sequentially connected and propelled into the ground.

【0016】[0016]

【発明の効果】以上説明したように、本発明の推進工法
においては、立坑内に配置した第2の推進用二重管の外
管と内管との間にジャッキを配置してそのジャッキを操
作することにより芯出しを行うものであるため、内管ど
うしの芯出しが容易にかつ高精度に行われる。
As described above, according to the propulsion method of the present invention, the jack is arranged between the outer pipe and the inner pipe of the second propulsion double pipe arranged in the vertical shaft. Since the centering is performed by operating, the inner tubes can be easily and accurately centered.

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

【図1】本発明の一実施例の二重管推進工法を適用した
場合における立坑の周辺を表した図である。
FIG. 1 is a view showing the periphery of a vertical shaft when a double pipe propulsion method according to an embodiment of the present invention is applied.

【図2】図1に示す二重管のY−Y断面図である。2 is a cross-sectional view taken along line YY of the double pipe shown in FIG.

【図3】開削された溝内に配置された管を表した図であ
る。
FIG. 3 is a view showing a tube arranged in an opened groove.

【図4】図3のX−X断面図である。FIG. 4 is a sectional view taken along line XX of FIG.

【符号の説明】[Explanation of symbols]

30 立坑 31 立坑の横壁 40 第1の二重鋼管 41 外管 42 内管 50 第2の二重鋼管 51 外管 52 内管 60 架台 70,70’ ジャッキ 30 Vertical shaft 31 Horizontal wall of vertical shaft 40 First double steel pipe 41 Outer pipe 42 Inner pipe 50 Second double steel pipe 51 Outer pipe 52 Inner pipe 60 Stand 70, 70 'Jack

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 外管と、該外管の内部に配置された、該
外管との間で相対的に移動自在な内管とを備えた推進用
二重管どうしを順次連結しながら該推進用二重管を立坑
の横壁から地中に推進する二重管推進工法において、 第1の前記推進用二重管を、該第1の推進用二重管の後
端部が立坑の横壁から突出した位置まで地中に推進する
推進工程と、 前記立坑内に、前記第1の推進用二重管の後端に連結さ
れる第2の前記推進用二重管を配置する配置工程と、 前記第2の推進用二重管の外管と内管との間に配設した
ジャッキを操作することにより、前記推進工程の終了し
た後の前記第1の推進用二重管の内管と前記配置工程の
終了した後の前記第2の推進用二重管の内管との芯出し
を行う芯出し工程と、 前記芯出し工程終了後に、前記第1の推進用二重管の内
管と前記第2の推進用二重管の内管とを連結すると共
に、前記第2の推進用二重管の外管を前方に移動させる
ことにより前記第1の推進用二重管の外管に前記第2の
推進用二重管の外管を当接させる連結工程とを備えたこ
とを特徴とする二重管推進工法。
1. A double pipe for propulsion, which is provided with an outer pipe and an inner pipe disposed inside the outer pipe and relatively movable between the outer pipe, while sequentially connecting the propelling double pipes to each other. In the double pipe propulsion method of propelling a double pipe for propulsion into the ground from the lateral wall of the shaft, the first double pipe for propulsion is constructed such that the rear end portion of the first double pipe for propulsion is the lateral wall of the vertical shaft. A propulsion step of propelling into the ground to a position protruding from the ground, and an arranging step of disposing a second propulsion double pipe connected to a rear end of the first propulsion double pipe in the shaft. By operating a jack arranged between the outer pipe and the inner pipe of the second propulsion double pipe, the inner pipe of the first propulsion double pipe after the completion of the propulsion step. And a centering step of performing centering with the inner tube of the second propulsion double tube after the arranging step, and the first thrusting step after the centering step. For connecting the inner tube of the second double tube for propulsion with the inner tube of the second double tube for propulsion, and moving the outer tube of the double tube for second propulsion forward. And a connecting step of bringing the outer tube of the second propulsion double tube into contact with the outer tube of the dual tube for propulsion.
JP25568293A 1993-10-13 1993-10-13 Double pipe jacking method Withdrawn JPH07109889A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25568293A JPH07109889A (en) 1993-10-13 1993-10-13 Double pipe jacking method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25568293A JPH07109889A (en) 1993-10-13 1993-10-13 Double pipe jacking method

Publications (1)

Publication Number Publication Date
JPH07109889A true JPH07109889A (en) 1995-04-25

Family

ID=17282165

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25568293A Withdrawn JPH07109889A (en) 1993-10-13 1993-10-13 Double pipe jacking method

Country Status (1)

Country Link
JP (1) JPH07109889A (en)

Similar Documents

Publication Publication Date Title
JP5300368B2 (en) Underground structure construction method
US4907732A (en) Right-of-way double jointer
JPH07109889A (en) Double pipe jacking method
JPH07109890A (en) Double pipe jacking method
JPS63255424A (en) Construction of piping in tunnel and vehicle therefor
JP2876435B2 (en) How to build underground structures
JP3481668B2 (en) Pipe propulsion device and pipe propulsion method
JP2967773B2 (en) Pipe laying equipment
JP2002188756A (en) Pipe laying method in tunnel and apparatus therefor
JP3244927B2 (en) Penstock pipe roundness holding device
JP2010106593A (en) Erector device used for method of boring circumferentially enlarged tunnel
JP2987828B2 (en) Piping method of cable protection tube and moving device for laying in tunnel
JP2719299B2 (en) Forward conduit
JP2001349177A (en) Propulsion device for sheath pipe jacking method
JPH07224593A (en) Pipe jacking method of double-tube
JP2006336272A (en) Propelling pipe for advancing along curve
JP2573463B2 (en) Double pipe propulsion method
JP3093883B2 (en) Propulsion method
JP2728598B2 (en) Double steel pipe for propulsion
JP2863492B2 (en) Propulsion method, excavation device and propulsion device
JP2728617B2 (en) Double propulsion pipe for burial
CN116480836A (en) Device is buried underground with pipeline to bailey bridge erection
JP3252102B2 (en) How to take in the propulsion pipe
JP2010106592A (en) Earth retaining device used for method of boring circumferentially enlarged tunnel
JPH11182735A (en) Piping work execution device

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20001226