JPH07109890A - Double pipe jacking method - Google Patents

Double pipe jacking method

Info

Publication number
JPH07109890A
JPH07109890A JP25568393A JP25568393A JPH07109890A JP H07109890 A JPH07109890 A JP H07109890A JP 25568393 A JP25568393 A JP 25568393A JP 25568393 A JP25568393 A JP 25568393A JP H07109890 A JPH07109890 A JP H07109890A
Authority
JP
Japan
Prior art keywords
pipe
double
propulsion
double steel
gas
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Withdrawn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
JP25568393A
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 JP25568393A priority Critical patent/JPH07109890A/en
Publication of JPH07109890A publication Critical patent/JPH07109890A/en
Withdrawn legal-status Critical Current

Links

Abstract

PURPOSE:To center and connect inner pipes together in sequence with high accuracy and advance under the ground by adjusting the feed quantity of gas into a gas bag arranged between the outer pipe and inner pipe of a jacking double pipe arranged in a vertical shaft. CONSTITUTION:The second double steel pipe 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 gas bag 70 is arranged between the outer pipe 51 and the inner pipe 52. The gas bag 70 is filled with gas to lift the inner pipe 52, and the centering between the inner pipes of the first and second double steel pipes is performed relatively easily by only the shift of the inner pipe 52. 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. When the gas bag 70 is employed, the concentrated load to the inner pipe 52 is avoided, and the occurrence of strain and scars on the inner pipe 52 is prevented.

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4は、開削された溝内に配置された管を
表した図、図5は図4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. 4 is a view showing a pipe arranged in a cut groove, and FIG. 5 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4、図5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. 4 and 5,
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、気体が送り込まれることにより膨らむガスバッグへ
の気体送り込み量を調整することにより、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とを備えたことを特徴とするも
のである。
The double pipe propulsion method according to the present invention which achieves the above object, is relatively movable between an outer pipe and an 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) 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 the second propulsion double pipe connected to the (3) gas which is arranged between the outer pipe and the inner pipe of the second propulsion double pipe and expands by feeding gas By adjusting the amount of gas fed into the bag, the inner tube of the first propulsion double pipe after the completion of the propulsion step and the end of the arrangement step described above. Centering step of performing centering with the inner tube of the second propulsion double pipe after (4) after the completion of the centering step, the inner tube of the first propulsion double tube and the second propulsion tube While connecting the inner pipe of the 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ガスバッグを
配設してそのガスバッグへの気体の送り込み量を調整す
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。
According to the double pipe propulsion method of the present invention, a gas bag is arranged between the outer pipe and the inner pipe of the second propulsion double pipe arranged in the vertical shaft, and the gas to the gas bag is provided. Since the centering is performed by adjusting the feed amount, only the inner tube is adjusted in position, which is lighter than the case where the position of the entire double tube is adjusted, and further, the centering is desired. Since the inner pipe is directly adjusted in position, it is possible to perform highly accurate centering.

【0011】また、本発明においてはガスバッグが用い
られているため、芯出しの際、内管のかなり広い領域に
均等に荷重がかかり、集中荷重が回避され、これにより
内管に歪みや疵が発生することが防止される。
Further, since the gas bag is used in the present invention, when centering, a fairly wide area of the inner pipe is evenly loaded to avoid a concentrated load, which causes distortion and flaws in the inner pipe. Is prevented from occurring.

【0012】[0012]

【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。また図3は、ガスバッグ
とそのガスバッグにガスを送り込むためのガスボンベを
示した図である。
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. Further, FIG. 3 is a diagram showing a gas bag and a gas cylinder for feeding gas into the gas bag.

【0013】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。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。
FIG. 1 shows a first double steel pipe 40 already propelled into the ground from the lateral wall 31 of the shaft 30. The double steel pipe 40 is composed of an outer pipe 41 and an inner pipe 42. The rear end portion of the first double steel pipe 40 is in a state of protruding into the vertical shaft 30. After propelling the first double steel pipe 40 to the state shown in the figure, a second double pipe consisting of an outer pipe 51 and an inner pipe 52, which has the same structure as the first double steel pipe 40, is mounted on the pedestal 60 in the vertical shaft 30. The double steel pipe 50 is placed. The height of the gantry 60 is higher than that of the core of the inner pipe 42 of the first double steel pipe 40 (shown by a dashed cross in FIG. 2) when the double steel pipe 50 is placed thereon. The core of the inner pipe 52 of the heavy steel pipe 50 (shown by a solid line cross in FIG. 2) is adjusted to a slightly lower position.

【0014】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との間にガ
スバッグ70が配置される。そのガスバッグ70には、
図3に示すようにガスホース74を経由してガスボンベ
72が接続されており、そのガスホース74の途中には
ガスコック76が備えられている。このガスコック76
を操作してガスバッグ70を膨らませることにより内管
52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
すガスバッグ70’のようにガスバッグが斜め位置もし
くは横位置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 gas bag 70 is arranged between the outer pipe 51 and the inner pipe 52 of the double steel pipe 50. In the gas bag 70,
As shown in FIG. 3, a gas cylinder 72 is connected via a gas hose 74, and a gas cock 76 is provided in the middle of the gas hose 74. This gas cock 76
Is operated to inflate the gas bag 70 to lift the inner pipe 52, whereby the core of the inner pipe 52 is aligned with the core of the inner pipe 42 of the first double steel pipe 40. In addition,
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 gas bag can be moved in the diagonal position or the lateral position direction like a gas bag 70 'shown by a broken line in FIG. It is applied and centering is performed.

【0015】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。さらに、ガスバッグを採用したことにより、内管5
2に集中荷重がかかることが回避され、内管52に歪み
や疵が生じることが回避される。
In this centering method, only the inner tube 52 needs to be moved for centering, so position adjustment is relatively easy, and the inner tube to be centered is directly positioned. High-precision centering is performed for adjustment. Furthermore, by using a gas bag, the inner pipe 5
It is avoided that a concentrated load is applied to 2, and the inner tube 52 is prevented from being distorted or flawed.

【0016】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5
2の前端52aが溶接され、その後第2の二重鋼管50
の外管51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51b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。
After the inner tubes 42, 52 are centered as described above, the rear end 42b of the inner tube 42 and the inner tube 5 are
No. 2 front end 52a is welded and then the second double steel pipe 50
Outer pipe 51 is slid forward, the front end 51a of the outer pipe 51 is brought into contact with the rear end 41b of the outer pipe 41 of the first double steel pipe 40, and the outer pipe 51 of the second double steel pipe 50 is kept as it is. The second double steel pipe 50, the first double steel pipe 50 and the first double steel pipe 40 shown in FIG. 1 are in a state corresponding to the first double steel pipe 40 shown in FIG. The double steel pipe 40 and the double steel pipe connected to the front side of the first double steel pipe 40 are propelled into the ground.

【0017】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.

【0018】[0018]

【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
管と内管との間にガスバッグを配置してそのガスバッグ
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, in the propulsion method of the present invention, the gas bag is arranged between the outer pipe and the inner pipe of the second propulsion double pipe arranged in the shaft. Since the centering is performed by operating the bag, the inner tubes can be easily centered with high accuracy.

【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】ガスバッグとそのガスバッグにガスを送り込む
ためのガスボンベを示した図である。
FIG. 3 is a diagram showing a gas bag and a gas cylinder for feeding gas into the gas bag.

【図4】開削された溝内に配置された管を表した図であ
る。
FIG. 4 is a view showing a tube arranged in an opened groove.

【図5】図4のX−X断面図である。5 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’ ガスバッグ 72 ガスボンベ 74 ガスホース 76 ガスコック 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 'Gas bag 72 Gas cylinder 74 Gas hose 76 Gas cock

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、気体が送り込まれることにより膨らむガスバッグへ
の気体の送り込み量を調整することにより、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. The end of the propulsion step is adjusted by adjusting the amount of gas fed into the gas bag, which is disposed between the outer pipe and the inner pipe of the second propelling double pipe and inflates when the gas is fed. Centering of the inner pipe of the first propulsion double pipe after completion and the inner pipe of the second propulsion double pipe after completion of the disposing step And a second propulsion while connecting the inner pipe of the first propulsion double pipe and the inner pipe of the second propulsion double pipe after the completion of the centering process. By moving the outer tube of the dual pipe for operation forward, the second tube is added to the outer tube of the first double tube for propulsion.
And a connecting step of bringing the outer tube of the propulsion double tube into contact with the double tube.
JP25568393A 1993-10-13 1993-10-13 Double pipe jacking method Withdrawn JPH07109890A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25568393A JPH07109890A (en) 1993-10-13 1993-10-13 Double pipe jacking method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25568393A JPH07109890A (en) 1993-10-13 1993-10-13 Double pipe jacking method

Publications (1)

Publication Number Publication Date
JPH07109890A true JPH07109890A (en) 1995-04-25

Family

ID=17282180

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25568393A Withdrawn JPH07109890A (en) 1993-10-13 1993-10-13 Double pipe jacking method

Country Status (1)

Country Link
JP (1) JPH07109890A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103206224A (en) * 2013-04-26 2013-07-17 山东科技大学 Strong resistance and strong evasion floor heave governing construction method of high-stress large-deformation soft rock drift

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103206224A (en) * 2013-04-26 2013-07-17 山东科技大学 Strong resistance and strong evasion floor heave governing construction method of high-stress large-deformation soft rock drift

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