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JP3694656B2 - Movable jack jack moving device - Google Patents
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JP3694656B2 - Movable jack jack moving device - Google Patents

Movable jack jack moving device Download PDF

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Publication number
JP3694656B2
JP3694656B2 JP2001144443A JP2001144443A JP3694656B2 JP 3694656 B2 JP3694656 B2 JP 3694656B2 JP 2001144443 A JP2001144443 A JP 2001144443A JP 2001144443 A JP2001144443 A JP 2001144443A JP 3694656 B2 JP3694656 B2 JP 3694656B2
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Japan
Prior art keywords
propulsion
jack
propulsion pipe
pipe
moving device
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JP2001144443A
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Japanese (ja)
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JP2002339688A (en
Inventor
村 信 彦 木
口 修 山
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機動建設工業株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は、地中に推進管等を埋設する推進工法において、推進管列の継手部の上下にクッション材を装着して行う推進工法の元押しジャッキの移動装置に関するものである。
【0002】
【従来技術】
推進工法は、先端の掘進機等の掘削手段で前方の地盤を切削しながら、発進立坑内に設置した元押しジャッキで推進管列の後端を押圧することによって、掘進機及び推進管を所定の位置に埋設していく方法である。推進管の埋設が直線状の場合は、推進管の継手部は端面を当接させることによって、元押しジャッキの推進力を全断面に均等に伝達することで、直線性を保持させていた。通常、元押しジャッキの配置は、推進施工時の掘削残土6をトロバケット5等に積み込み、管内を通して立坑内に搬出し、立坑内から上方の坑外にトロバケット5を搬出するために、上部を開放して作業性や安全性を確保して、推進管1端面の左右の対称位置に複数列配設して使用されてきた。
【0003】
しかし、近年、曲線推進施工の需要が多くなってきたことから、掘進機の造成した計画曲線のトンネル孔に、掘進機に後続する推進管が追随できるように、水平方向の曲線推進施工の場合は、推進管1の継手部端面の上下にクッション材8を装着している。クッション材8を上下に装着することで、推進管1は上下部分を支点にして左右の曲線トンネル孔に追随しやすくする。この時、推進管1を前進させる推力の伝達は、クッション材8を通して行われる。元押しジャッキの配置としては、曲線形成の条件にかかわらず、推進管端面の左右の対称位置に配設する方法が用いられていた。このため、クッション材8を上下位置に配置した場合には、元押しジャッキの推力位置とクッション材の推力伝達位置にずれが生じるため、推進管の端面にセン断力や曲げモーメントが作用し、管壁にひび割れ等を発生していた。
【0004】
【発明が解決しようとする課題】
前記したセン断力によるひび割れをなくすために、特願2001−823号の発明が提案されている。この技術は、推進管の継手部端面の上下に装着したクッション材位置に対応する上下位置に合わせて元押しジャッキを配設する方法である。この方法により元押しジャッキの推力がずれることなく推進管に伝達されるため、推進管壁にセン断力や曲げモーメントが作用することがなくなり、ひび割れ等を発生させることなく、効率良く推進施工することが可能となった。しかし、複数本の元押しジャッキが上部に配列されているために、土質条件等によって土圧系の掘進機を採用する場合には、管内から立坑に掘削残土を搬出するためのトロバケットが取り出せないという問題が発生していた。このため、トロバケットを元押しジャッキ位置の横から斜め吊りする方法等が行われるが、非常に危険で効率の悪い作業となる。さらに、圧送機や真空ポンプで連続してパイプ輸送する方法が検討されるが、推進延長が長距離になると圧送機や真空ポンプの能力に限度があり、対応ができなくなり推進施工が困難となる。
【0005】
このため、本発明は、推進管列の継手部にクッション材を装着して行う土圧系の推進工法において、長距離でも推進施工が効率良く行える元押しジャッキの移動装置を提供するものである。
【0006】
【課題を解決するための手段】
すなわち本発明は、推進管列の継手部端面の上下にクッション材を装着して土圧系の推進工法を施工する元押しジャッキ移動装置において、
前記クッション材の装着位置に対応する上下位置に合わせて複数本の元押しジャッキを配設するジャッキ支持枠と、
前記ジャッキ支持枠を搭載し推進方向に直角な方向に移動可能な台車と、
により構成され、元押しジャッキ位置を推進管の中心位置から側方へと移動させる元押しジャッキの移動装置である。
また、前記ジャッキ支持枠の側方の台車上に、推進管内に敷設された管内レールの高さと略同じ高さとなるように構成したトロバケット用切替軌道を搭載した元押しジャッキの移動装置である。
【0007】
推進管は、推進工事に通常用いられている遠心力鉄筋コンクリート管が用いられる。推進管の継手には、曲線の形状に合わせてクッション材が設置される。水平方向の曲線推進の場合には、管端面の上下にクッション材が設置され、鉛直方向の曲線推進の場合には、管端面の左右にクッション材が設置される。クッション材としては、クッション材全面で推力を伝達でき、曲線の形成に支障とならないものが良く、通常塑性領域の広いプラスチック材等が用いられる。
【0008】
元押しジャッキは、土質条件や推進距離及び推進管径等から必要な推力が算定されて、その推力に見合う本数が準備される。元押しジャッキの配置は、推進管の継手部の上下に装着されたクッション材位置に合わせて設置される。元押しジャッキの固定は、各元押しジャッキが推進管端面に当接するようにジャッキ支持枠に組み込まれている。
【0009】
ジャッキ支持枠を搭載する台車は、元押しジャッキ縮小時の長さと略同じ幅を有しており、ジャッキ支持枠の重量にも耐える強固な構造となっている。台車の下方には複数個の車輪が設けられ、推進方向に直角の方向に敷設された台車用レール上を、台車が移動できる。
【0010】
前記台車上に搭載されるトロバケット用切替軌道は、推進管内に敷設された管内レールの高さと略同じ高さとなるように、H鋼材等で高さを調整して組み立てられている。元押しジャッキの伸長によって推進管が前進すると、推進管内の管内レールと台車上のトロバケット用切替軌道との間に隙間ができるため、H鋼材等を調整して繋ぎレールを設置する方法や前記台車の前方にトロバケット用切替軌道を装備した別の台車を用意してレールを繋ぐ方法を用いることができる。
【0011】
推進管の推進施工中は、ジャッキ支持枠が推進管の鉛直軸と合致する位置で台車が固定されている。上下に配置された元押しジャッキの伸長により、推力は上下のクッション材から推進管に伝達され、推進管は地中に推進埋設されていく。推進管の推進埋設に伴って先端の掘進機から搬出された残土が、トロバケット内に積載されていく。トロバケット内の残土が一杯になると、一旦推進施工を中断し、元押しジャッキを縮小させて推進管との縁を切り、台車を推進方向と直角の方向に移動させ、ジャッキ支持枠の側方に搭載したトロバケット用切替軌道を、推進管内の管内レール位置と合致する位置で固定する。トロバケットを推進管内から発進立坑側に移動させ、地上に設けたクレーン等の吊設備でトロバケットを吊り上げ、地上の所定の場所に残土を処分する。残土処分が完了すると、トロバケットは推進管内に戻され、台車に搭載したジャッキ支持枠を推進管の鉛直軸位置に戻し、元押しジャッキを伸長して推進管の推進埋設を再開する。
【0012】
【発明の実施の形態】
以下、本発明の実施形態を図面を基に説明する。図1は、本発明の元押しジャッキの移動装置を説明する正面図である。推進管11の端面の上下には、各々5台づつの元押しジャッキ2が配置され、ジャッキ支持枠1によって固定されている。前記ジャッキ支持枠1の下端は、推進方向と直角の方向に所定の長さをもった台車3に固定されている。台車3の下部には、推進方向と直角の方向に所定の間隔を置いて複数個の車輪4が設けられ、推進方向と直角の方向に敷設された台車用レール5上を移動可能な構造となっている。推進管11内には、掘進機によって掘削された残土を搬出するためのトロバケット9が配置され、推進管11内に敷設した管内レール10上を推進方向に移動可能となっている。
【0013】
本実施形態では、元押しジャッキ2の設置台数を上下に5台づつの10台で例示したが、元押しジャッキ2の設置台数は、推進管11の径や土質条件および推進延長によって、事前に所定の算式によって推力を算定することによって決められる。
【0014】
元押しジャッキ2の配置は、推進管11端面の上下に装着したクッション材(図示省略)の範囲内に入るように考慮されている。
【0015】
台車3の幅は、推進管11の据え付け時のスペースを確保するために、元押しジャッキ2の縮小時の長さと略同じ長さで製作されている。
【0016】
図2は、台車にトロバケット用切替軌道を搭載した元押しジャッキの移動装置を説明する正面図である。 ジャッキ支持枠1の側方にトロバケット用切替軌道6が装備されている。切替レール8は、推進管11内に敷設した管内レール10の高さと同じとなるように、H鋼材等の調整材7を組み合わせて調整されている。トロバケット9の残土を搬出するときは、台車3を推進方向と直角の方向に移動させて、トロバケット用切替軌道6と推進管11内の管内レール10位置が合う位置で固定する。この時、ジャッキ支持枠1は、推進管11の側方に移動しており、トロバケット9の搬出入に支障となることはない。
【0017】
推進管11が前進した時点での残土搬出は、推進管11の管内レール10と台車3の切替レール8との間に隙間ができているため、その間にH鋼材等を調整して繋ぎレールを設置する方法や本発明の台車3の前方にトロバケット用切替軌道6だけを搭載した別の台車3を並行して用意し、切替レールを繋ぐ方法等が用いられる。
【0018】
推進施工中のトロバケット9の搬出入時には、ジャッキ支持枠1の移動とともに繋ぎレールの設置を行わなければならなく、推進施工の休止時間が多くなることから、施工条件等にもよるが、推進管内にトロバケット9を数台設置することによって推進管11の1本分の残土を推進施工が完了するまで推進管内のトロバケット9に保留することができ、次の推進管11を接続した時点で台車3を移動させる方法を行うことによって、繋ぎレールの設置作業が不要となり、効率の良い推進施工が行える。
【0019】
本実施形態では、トロバケット用切替軌道6を搭載した元押しジャッキの移動装置3を開示したが、ジャッキ支持枠1だけを搭載した台車3とし、推進管11から外の後方レールはその都度設置する方法を用いることも可能である。
【0020】
【発明の効果】
以上のように、本発明の元押しジャッキの移動装置により、従来推進施工が困難となっていた土圧系の曲線推進施工においても、トロバケットによる掘削残土の搬出が立坑内において上部に障害となるものがなくなり、非常に効率の良い、安全な作業が行えるようになった。
【0021】
【図面の簡単な説明】
【図1】本発明の元押しジャッキの移動装置を説明する正面図である。
【図2】台車にトロバケット用切替軌道を搭載した元押しジャッキの移動装置を説明する正面図である。
【符号の説明】
1 ジャッキ支持枠
2 元押しジャッキ
3 台車
4 車輪
5 台車用レール
6 トロバケット用切替軌道
7 調整材
8 切替レール
9 トロバケット
10 管内レール
11 推進管
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a propulsion jack moving apparatus for a propulsion method in which a cushioning material is mounted on the top and bottom of a joint portion of a propulsion tube row in a propulsion method for embedding a propulsion tube or the like in the ground.
[0002]
[Prior art]
In the propulsion method, the excavator and the propelling pipe are specified by pressing the rear end of the propelling pipe row with a main jack installed in the start shaft while cutting the ground in front with an excavating means such as a leading excavator. It is a method of burying in the position of. When the propulsion pipe is embedded in a straight line, the joint portion of the propulsion pipe is brought into contact with the end face to uniformly transmit the propulsion force of the main push jack to the entire cross section, thereby maintaining linearity. Normally, the main jack is arranged in order to load the excavation residual soil 6 during the propulsion work into the trobucket 5 or the like, carry it into the shaft through the pipe, and carry the trobucket 5 out of the shaft from the vertical shaft In order to ensure workability and safety by opening, a plurality of rows have been arranged at symmetrical positions on the left and right sides of the end face of the propulsion pipe 1.
[0003]
However, in recent years, the demand for curve propulsion construction has increased, so in the case of horizontal curve propulsion construction, the propulsion pipe following the excavator can follow the tunnel hole of the planned curve created by the excavator. Are mounted on the upper and lower sides of the end face of the joint portion of the propulsion pipe 1. By attaching the cushion material 8 up and down, the propulsion pipe 1 makes it easy to follow the left and right curved tunnel holes with the upper and lower portions as fulcrums. At this time, transmission of thrust for moving the propelling pipe 1 forward is performed through the cushion material 8. As the disposition of the push jack, a method of disposing at the left and right symmetrical positions of the propulsion pipe end face has been used regardless of the curve forming conditions. For this reason, when the cushion material 8 is arranged in the vertical position, a displacement occurs between the thrust position of the main jack and the thrust transmission position of the cushion material, so that a shearing force and a bending moment act on the end face of the propulsion pipe, Cracks were generated on the pipe wall.
[0004]
[Problems to be solved by the invention]
The invention of Japanese Patent Application No. 2001-823 has been proposed in order to eliminate the cracks caused by the shear force. This technique is a method of disposing a push jack in accordance with the vertical position corresponding to the position of the cushion material mounted on the top and bottom of the joint portion end face of the propulsion pipe. By this method, the thrust of the main jack is transmitted to the propulsion pipe without deviation, so no shearing force or bending moment acts on the propulsion pipe wall, and the propulsion work is carried out efficiently without causing cracks. It became possible. However, since multiple main jacks are arranged at the top, when a soil pressure type excavator is adopted depending on the soil conditions, the toro bucket for carrying the excavated residual soil from the pipe to the shaft can be taken out. There was no problem. For this reason, a method of hanging the toro bucket obliquely from the side of the original push jack position is performed, but it is a very dangerous and inefficient operation. Furthermore, a method of continuously transporting pipes with a pressure feeder or a vacuum pump will be considered, but if the propulsion extension becomes a long distance, the capacity of the pressure feeder or the vacuum pump is limited, and it becomes impossible to cope with it, making the propulsion work difficult. .
[0005]
For this reason, the present invention provides a moving device for a main jack that can efficiently carry out propulsion work even over a long distance in a soil pressure type propulsion method performed by attaching a cushion material to a joint portion of a propulsion pipe row. .
[0006]
[Means for Solving the Problems]
In other words, the present invention provides a main jack moving device for installing a cushioning material on the upper and lower ends of the joint portion end face of the propulsion pipe row and constructing the earth pressure system propulsion method.
A jack support frame in which a plurality of original push jacks are arranged in accordance with the vertical position corresponding to the mounting position of the cushion material;
A carriage mounted with the jack support frame and movable in a direction perpendicular to the propulsion direction;
This is a main push jack moving device that moves the main push jack position to the side from the center position of the propulsion pipe.
Further, the present invention provides a moving device for the main push jack, which is mounted on the carriage on the side of the jack support frame and has a switching track for a trobucket configured so as to be substantially the same height as the inner rail laid in the propulsion pipe. .
[0007]
As the propulsion pipe, a centrifugal reinforced concrete pipe usually used for propulsion work is used. A cushion material is installed in the joint of the propulsion pipe in accordance with the shape of the curve. In the case of horizontal curve propulsion, cushion materials are installed above and below the tube end surface, and in the case of vertical curve propulsion, cushion materials are installed on the left and right sides of the tube end surface. As the cushion material, a material that can transmit thrust over the entire surface of the cushion material and does not hinder the formation of a curve is preferable, and a plastic material having a wide plastic region is usually used.
[0008]
For the push jack, the necessary thrust is calculated from the soil condition, the propulsion distance, the propulsion pipe diameter, etc., and the number corresponding to the thrust is prepared. The arrangement of the push jack is set in accordance with the position of the cushion material mounted above and below the joint portion of the propulsion pipe. The fixing of the main pushing jacks is incorporated in the jack supporting frame so that each of the pushing jacks comes into contact with the end face of the propulsion pipe.
[0009]
The carriage on which the jack support frame is mounted has substantially the same width as the length when the main jack is reduced, and has a strong structure that can withstand the weight of the jack support frame. A plurality of wheels are provided below the carriage, and the carriage can move on a carriage rail laid in a direction perpendicular to the propulsion direction.
[0010]
The tro-bucket switching track mounted on the carriage is assembled by adjusting the height with H steel or the like so as to be substantially the same as the height of the inner rail laid in the propulsion pipe. When the propulsion pipe moves forward due to the extension of the main jack, a gap is formed between the inner rail in the propulsion pipe and the switching track for the trobucket on the carriage. It is possible to use a method of preparing another carriage equipped with a switching track for a trobucket in front of the carriage and connecting the rails.
[0011]
During propulsion construction of the propulsion pipe, the carriage is fixed at a position where the jack support frame coincides with the vertical axis of the propulsion pipe. The thrust is transmitted from the upper and lower cushion materials to the propulsion pipe by the extension of the main push jacks arranged above and below, and the propulsion pipe is propulsion embedded in the ground. Residual soil unloaded from the excavator at the tip along with the propulsion embedding of the propulsion pipe is loaded into the toro bucket. When the remaining soil in the Toro bucket is full, temporarily stop the propulsion work, reduce the main jack and cut the edge with the propulsion pipe, move the carriage in a direction perpendicular to the propulsion direction, and The toro bucket switching track mounted on is fixed at a position that matches the rail position in the propulsion pipe. The toro bucket is moved from the inside of the propulsion pipe to the start shaft, and the toro bucket is lifted by a crane or other lifting equipment provided on the ground, and the remaining soil is disposed at a predetermined place on the ground. When the disposal of the remaining soil is completed, the toro bucket is returned into the propulsion pipe, the jack support frame mounted on the carriage is returned to the vertical axis position of the propulsion pipe, the main push jack is extended, and the propulsion embedding of the propulsion pipe is resumed.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a front view illustrating a moving device for a main jack according to the present invention. On the top and bottom of the end face of the propulsion pipe 11, five original push jacks 2 are arranged and fixed by a jack support frame 1. The lower end of the jack support frame 1 is fixed to a carriage 3 having a predetermined length in a direction perpendicular to the propulsion direction. A plurality of wheels 4 are provided at a lower portion of the carriage 3 at a predetermined interval in a direction perpendicular to the propulsion direction, and are movable on a carriage rail 5 laid in a direction perpendicular to the propulsion direction. It has become. In the propulsion pipe 11, a toro bucket 9 for carrying out the residual soil excavated by the excavator is disposed, and can be moved in the propulsion direction on the inner rail 10 laid in the propulsion pipe 11.
[0013]
In this embodiment, the installation number of the main pushing jacks 2 is exemplified by 10 units of 5 pieces up and down. However, the number of installation of the main pushing jacks 2 depends on the diameter of the propulsion pipe 11, the soil condition, and the propulsion extension in advance. It is determined by calculating the thrust by a predetermined formula.
[0014]
The arrangement of the main push jack 2 is considered so as to fall within the range of a cushion material (not shown) mounted on the top and bottom of the end face of the propulsion pipe 11.
[0015]
The width of the carriage 3 is made substantially the same as the length when the main push jack 2 is reduced in order to secure a space when the propulsion pipe 11 is installed.
[0016]
FIG. 2 is a front view for explaining a moving device for the main push jack in which the trolley bucket switching track is mounted on the carriage. A switching track 6 for a trobucket is provided on the side of the jack support frame 1. The switching rail 8 is adjusted by combining an adjusting material 7 such as an H steel material so as to be the same as the height of the in-tube rail 10 laid in the propulsion pipe 11. When unloading the remaining soil of the toro bucket 9, the carriage 3 is moved in a direction perpendicular to the propulsion direction, and is fixed at a position where the trobucket switching track 6 and the in-pipe rail 10 in the propulsion pipe 11 are aligned. At this time, the jack support frame 1 has moved to the side of the propulsion pipe 11 and does not hinder the loading / unloading of the toro bucket 9.
[0017]
When the propulsion pipe 11 moves forward, the remaining soil is carried out because there is a gap between the inner rail 10 of the propulsion pipe 11 and the switching rail 8 of the carriage 3. For example, a method of installing another cart 3 on which only the trobucket switching track 6 is mounted in front of the cart 3 of the present invention and connecting the switching rails are used.
[0018]
When carrying in / out the toro bucket 9 during propulsion construction, it is necessary to install a connecting rail along with the movement of the jack support frame 1 and the suspension time of the propulsion construction increases. By installing several trobuckets 9 in the pipe, the remaining soil for one propulsion pipe 11 can be held in the trobucket 9 in the propulsion pipe until the propulsion work is completed, and when the next propulsion pipe 11 is connected By carrying out the method of moving the carriage 3 with the above, installation work of the connecting rail becomes unnecessary, and efficient propulsion construction can be performed.
[0019]
In the present embodiment, the moving device 3 of the main jack equipped with the switching track 6 for the trobucket is disclosed. However, the carriage 3 is provided with only the jack support frame 1, and the rear rail outside the propulsion pipe 11 is installed each time. It is also possible to use a method to do this.
[0020]
【The invention's effect】
As described above, with the moving device of the main push jack of the present invention, even in the earth pressure system curve propulsion construction that has been difficult in the past, the excavation of the excavated residual soil by the toro bucket is an obstacle in the upper part of the vertical shaft. There is no such thing, and very efficient and safe work can be done.
[0021]
[Brief description of the drawings]
FIG. 1 is a front view illustrating a moving device for a main jack according to the present invention.
FIG. 2 is a front view for explaining a moving device for a main jack having a trolley bucket switching track mounted on a carriage.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Jack support frame 2 Main pushing jack 3 Car 4 Wheel 5 Car rail 6 Toro bucket switching track 7 Adjustment material 8 Switching rail 9 Toro bucket 10 Inner rail 11 Propulsion pipe

Claims (2)

推進管列の継手部端面の上下にクッション材を装着して土圧系の推進工法を施工する元押しジャッキ移動装置において、
前記クッション材の装着位置に対応する上下位置に合わせて複数本の元押しジャッキを配設するジャッキ支持枠と、
前記ジャッキ支持枠を搭載し推進方向に直角な方向に移動可能な台車と、
により構成され、元押しジャッキ位置を推進管の中心位置から側方へと移動させることを特徴とする元押しジャッキの移動装置。
In the main jack moving device that installs a cushioning material on the top and bottom of the joint end face of the propulsion pipe row and constructs the earth pressure type propulsion method,
A jack support frame in which a plurality of original push jacks are arranged in accordance with the vertical position corresponding to the mounting position of the cushion material;
A carriage mounted with the jack support frame and movable in a direction perpendicular to the propulsion direction;
A moving device for the main pushing jack, characterized in that it moves the position of the main pushing jack from the center position of the propulsion pipe to the side.
前記ジャッキ支持枠の側方の台車上に、推進管内に敷設された管内レールの高さと略同じ高さとなるように構成したトロバケット用切替軌道を搭載したことを特徴とする請求項1に記載の元押しジャッキの移動装置。The trobucket switching track configured to have a height substantially the same as the height of the inner rail laid in the propulsion pipe is mounted on a carriage on the side of the jack support frame. The former push jack moving device.
JP2001144443A 2001-05-15 2001-05-15 Movable jack jack moving device Expired - Lifetime JP3694656B2 (en)

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Application Number Priority Date Filing Date Title
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CN106812530A (en) * 2015-12-29 2017-06-09 又炅技术株式会社 Use projection shaped steel supporting material and the method for construction of the steel pipe multistage tunnel of nose girder

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CN101922298B (en) * 2010-08-20 2012-10-10 上海市第一市政工程有限公司 Self-walking shield translation station-crossing system
CN102285616B (en) * 2011-07-12 2013-04-24 广州轨道交通建设监理有限公司 Walking type shield machine lateral sway system and lateral sway method
CN116104524B (en) * 2023-04-14 2023-06-27 山西省交通新技术发展有限公司 Bridge tunnel supporting member and using method thereof

Cited By (2)

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Publication number Priority date Publication date Assignee Title
CN106812530A (en) * 2015-12-29 2017-06-09 又炅技术株式会社 Use projection shaped steel supporting material and the method for construction of the steel pipe multistage tunnel of nose girder
CN106812530B (en) * 2015-12-29 2019-04-02 又炅技术株式会社 Use the method for construction of protrusion fashioned iron supporting material and the steel pipe multistage tunnel of nose girder

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