JP2002339688A - Moving device of base pressing jack - Google Patents

Moving device of base pressing jack

Info

Publication number
JP2002339688A
JP2002339688A JP2001144443A JP2001144443A JP2002339688A JP 2002339688 A JP2002339688 A JP 2002339688A JP 2001144443 A JP2001144443 A JP 2001144443A JP 2001144443 A JP2001144443 A JP 2001144443A JP 2002339688 A JP2002339688 A JP 2002339688A
Authority
JP
Japan
Prior art keywords
jack
propulsion
pipe
support frame
jacking
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.)
Granted
Application number
JP2001144443A
Other languages
Japanese (ja)
Other versions
JP3694656B2 (en
Inventor
Nobuhiko Kimura
村 信 彦 木
Osamu Yamaguchi
口 修 山
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.)
Kidoh Construction Co Ltd
Original Assignee
Kidoh Construction 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 Kidoh Construction Co Ltd filed Critical Kidoh Construction Co Ltd
Priority to JP2001144443A priority Critical patent/JP3694656B2/en
Publication of JP2002339688A publication Critical patent/JP2002339688A/en
Application granted granted Critical
Publication of JP3694656B2 publication Critical patent/JP3694656B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a moving device of a base pressing jack for efficiently performing jacking execution work even at a long distance in a pipe jacking method of an earth pressure system performed by installing a cushion material in a joint part of a jacking pipe row. SOLUTION: This moving device of the base pressing jack executes the pipe jacking method of the earth pressure system by installing the cushion material above and below a joint part end surface of the jacking pipe row, and is composed of a jack support frame for arranging a plurality of base pressing jacks according to a vertical position corresponding to an installing position of the cushion material, and a carriage movable in the right-angled direction to the jacking direction by mounting the jack support frame, and moves a base pressing jack position to the side from a central position of a jacking pipe, and is mounted with a switching track for a grout bucket constituted on the carriage on the side of the jack support frame so as to become the almost same height as the height of an inline rail laid in the jacking pipe.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for moving a primary push jack in a propulsion method in which a cushioning material is mounted above and below a joint of a row of propulsion pipes in a propulsion method in which a propulsion pipe or the like is buried underground. Things.

【0002】[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。
2. Description of the Related Art The propulsion method is to press the rear end of a row of propulsion pipes with a main push jack installed in a starting shaft while cutting the ground in front by a digging means such as an excavator at the tip.
This is a method of burying an excavator and a propulsion pipe at a predetermined position. In the case where the propulsion pipe is buried in a straight line, the joint portion of the propulsion pipe abuts the end face to transmit the propulsive force of the main push jack evenly to the entire cross section, thereby maintaining the linearity. In general, the arrangement of the main push jack is such that the excavated soil 6 during the propulsion work is loaded on the trolley bucket 5 and the like, and is carried out through the pipe into the shaft, and the trolley bucket 5 is carried out from the shaft to the upper pit outside. The propulsion pipe 1 has been used in a plurality of rows at symmetrical positions on the left and right sides of the end face of the propulsion pipe 1 to ensure workability and safety.

【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。
[0003] However, in recent years, the demand for curve propulsion construction has increased, and horizontal curve propulsion has been performed so that a propulsion pipe following the excavator can follow the tunnel hole of the planned curve formed by the excavator. In the case of construction, cushion materials 8 are attached above and below the joint section end face of the propulsion pipe 1. By mounting the cushion material 8 up and down, the propulsion pipe 1 can easily follow the left and right curved tunnel holes with the upper and lower portions as fulcrums. At this time, the transmission of the thrust for moving the propulsion pipe 1 forward is performed through the cushion material 8. Regarding the arrangement of the main push jacks, a method of arranging them at symmetrical positions on the left and right sides of the end face of the propulsion pipe has been used regardless of the conditions for forming the curve. For this reason, when the cushion material 8 is arranged in the up and down position, a shift occurs between the thrust position of the original pushing jack and the thrust transmitting position of the cushion material, so that a shearing force or a bending moment acts on the end face of the propulsion pipe, Cracks and the like occurred on the pipe wall.

【0004】[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。
The invention of Japanese Patent Application No. 2001-823 has been proposed in order to eliminate the cracks caused by the shearing force described above. This technique is a method of arranging a main push jack in accordance with a vertical position corresponding to a cushion material position mounted above and below an end face of a joint portion of a propulsion pipe. By this method, the thrust of the main push jack is transmitted to the propulsion pipe without displacement, so that the shearing force and bending moment do not act on the wall of the propulsion pipe, and the propulsion work is efficiently performed without generating cracks etc. It became possible. However, since a plurality of main jacks are arranged at the top, when using an earth pressure excavator due to soil conditions, etc., a tro bucket for removing the excavated 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 pushing jack position or the like is performed, but this is extremely dangerous and inefficient work. Furthermore, a method of continuously transporting pipes using a pump or a vacuum pump will be considered. However, if the propulsion lengthens, the capacity of the pump and the vacuum pump will be limited, and it will not be possible to cope with the propulsion. .

【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。
[0005] Therefore, the present invention provides an apparatus for moving a main push jack which can efficiently perform propulsion work even over long distances in an earth pressure type propulsion method in which a cushion material is attached to a joint portion of a propulsion pipe row. Things.

【0006】[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。
In other words, the present invention relates to an original pushing jack moving device for mounting a cushion material above and below an end face of a joint portion of a propulsion pipe row and performing an earth pressure propulsion method. A jack support frame for arranging a plurality of main push jacks in accordance with the vertical position corresponding to the mounting position, and a bogie mounted with the jack support frame and movable in a direction perpendicular to the propulsion direction, This is a moving device of the original pushing jack for moving the pushing jack position from the center position of the propulsion pipe to the side. Further, the present invention is a moving device of an original push jack, on which a switching track for a trolley bucket configured to have a height substantially equal to a height of an in-pipe rail laid in a propulsion pipe is mounted on a bogie on a side of the jack support frame. .

【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。
As the propulsion pipe, a centrifugal reinforced concrete pipe usually used for propulsion work is used. At the joint of the propulsion pipe, a cushion material is installed according to the shape of the curve. In the case of horizontal curve propulsion, cushion materials are installed above and below the pipe end face, and in the case of vertical curve propulsion, cushion materials are installed on the left and right of the pipe end face. As a cushion material, thrust can be transmitted over the entire cushion material,
A material that does not hinder the formation of the curve is preferable, and a plastic material having a wide plastic region is usually used.

【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。
The required thrust of the main push jack is calculated from the soil condition, the propulsion distance, the diameter of the propulsion pipe, and the like, and the number of jacks corresponding to the thrust is prepared. The arrangement of the main 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 main push jacks are fixed to the jack support frame so that each main push jack abuts on the end face of the propulsion pipe.

【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。
The bogie on which the jack supporting frame is mounted has substantially the same width as the length of the original jack when the jack is reduced, and has a strong structure that can withstand the weight of the jack supporting frame. A plurality of wheels are provided below the truck, and the truck can move on a truck rail laid in a direction perpendicular to the propulsion direction.

【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。
The switching track for the trolley bucket mounted on the bogie is assembled with H steel or the like so that the height thereof is adjusted to be substantially the same as the height of the guide rail laid in the propulsion pipe. . When the propulsion pipe advances due to the extension of the main push jack, a gap is formed between the in-pipe rail in the propulsion pipe and the switching track for the trolley bucket on the bogie. A method of preparing another truck equipped with a switching track for the trolley bucket in front of the truck and connecting the rails can be used.

【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。
During the propulsion of the propulsion pipe, the bogie 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 buried underground. The remaining soil carried out from the excavator at the tip accompanying the propulsion burial of the propulsion pipe is loaded in the tro bucket. When the remaining soil in the toro bucket is full, the propulsion work is suspended, the main jack is reduced, the edge of the propulsion pipe is cut off, the bogie is moved in a direction perpendicular to the propulsion direction, and the side of the jack support frame is The switching path for the trolley bucket mounted on the vehicle is fixed at a position that matches the position of the rail in the propulsion pipe. The toro bucket is moved from the propulsion pipe to the starting shaft side, the toro bucket is lifted by a hanging facility such as a crane provided on the ground, and the remaining soil is disposed at a predetermined place on the ground. When the disposal of the residual soil is completed, the tro bucket is returned into the propulsion pipe, the jack supporting frame mounted on the bogie is returned to the vertical axis position of the propulsion pipe, the main jack is extended, and the propulsion embedding of the propulsion pipe is resumed.

【0012】[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。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a front view illustrating a moving device of a main push jack according to the present invention. Five main push jacks 2 are respectively arranged above and below the end face of the propulsion pipe 11, and are fixed by a jack support frame 1. The lower end of the jack support frame 1 is fixed to a bogie 3 having a predetermined length in a direction perpendicular to the propulsion direction. At the bottom of the trolley 3,
A plurality of wheels 4 are provided at predetermined intervals in a direction perpendicular to the propulsion direction, and have a structure capable of moving on a bogie rail 5 laid in a direction perpendicular to the propulsion direction. In the propulsion pipe 11, a toro bucket 9 for unloading the remaining soil excavated by the excavator is arranged, and is movable in a propulsion direction on an in-pipe rail 10 laid in the propulsion pipe 11.

【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。
In the present embodiment, the number of the main jacks 2 is exemplified by ten, five at the top and bottom, but the number of the main jacks 2 can be set according to the diameter of the propulsion pipe 11, the soil condition and the propulsion extension. Is determined in advance by calculating the thrust by a predetermined formula.

【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。
The arrangement of the main push jack 2 is considered so as to fall within the range of a cushion material (not shown) mounted above and below the end face of the propulsion pipe 11.

【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。
The width of the bogie 3 is made substantially the same as the length of the main push jack 2 when it is reduced in order to secure a space when the propulsion pipe 11 is installed.

【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1
1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。
FIG. 2 is a front view for explaining a moving device of the main push jack in which the trolley bucket switching track is mounted on the bogie. On the side of the jack support frame 1, a switching track 6 for the trolley bucket is provided. The switching rail 8 includes a propulsion pipe 11
The height is adjusted by combining an adjusting material 7 such as H steel so as to have the same height as the in-pipe rail 10 laid inside. When the remaining soil of the trolley bucket 9 is carried out, the bogie 3 is moved in a direction perpendicular to the propulsion direction, and is fixed at a position where the trolley bucket switching track 6 and the position of the in-pipe rail 10 in the propulsion pipe 11 match. At this time, the jack support frame 1 is
1 and does not hinder carrying in and out of the toro bucket 9.

【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。
At the time when the propulsion pipe 11 advances, the residual soil is unloaded when a gap is formed between the rail 10 of the propulsion pipe 11 and the switching rail 8 of the bogie 3. A method of installing a connecting rail, a method of preparing another truck 3 in which only the trolley bucket switching track 6 is mounted in front of the truck 3 of the present invention, and connecting the switching rails, and the like are used.

【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。
At the time of loading and unloading the toro bucket 9 during the propulsion construction, the connecting rails must be installed together with the movement of the jack support frame 1, and the downtime of the propulsion construction increases. However, by installing several toro buckets 9 in the propulsion pipe, the remaining soil of one propulsion pipe 11 can be retained in the toro bucket 9 in the propulsion pipe until the completion of the propulsion construction. By performing the method of moving the trolley 3 at the time of connection,
The installation work of the connecting rail is not required, and efficient propulsion construction can be performed.

【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。
In the present embodiment, the moving device 3 for the main push jack on which the switching track 6 for the trolley bucket is mounted is disclosed. However, the bogie 3 on which only the jack support frame 1 is mounted, and the rear rail outside the propulsion pipe 11 is It is also possible to use a method of setting each time.

【0020】[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。
As described above, the moving device for the main push jack according to the present invention enables the removal of the excavated soil by the tro bucket into the vertical shaft even in the earth pressure type curve propulsion construction, which was conventionally difficult to carry out. There was no obstacle in the upper part, and it became possible to perform very efficient and safe work.

【0021】[0021]

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

【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。
FIG. 1 is a front view illustrating a moving device of a main push jack of the present invention.

【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。
FIG. 2 is a front view illustrating a moving device of a main push jack in which a trolley bucket switching track is mounted on a cart.

【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[Description of Signs] 1 Jack support frame 2 Main pushing jack 3 Bogie 4 Wheel 5 Bogie rail 6 Toro bucket switching track 7 Adjusting material 8 Switching rail 9 Toro bucket 10 Inner rail 11 Propulsion pipe

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】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。
1. An original pushing jack moving device for mounting a cushion material above and below an end face of a joint portion of a propulsion pipe row and performing an earth pressure type propulsion method, wherein a vertical position corresponding to a mounting position of the cushion material is set. A jack support frame for arranging a plurality of main push jacks, and a bogie mounted with the jack support frame and movable in a direction perpendicular to a propulsion direction. A moving device for a primary push jack, which is moved from side to side.
【請求項2】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。
2. The trolley bucket switching track, which is configured to be substantially the same height as an inner rail laid in a propulsion pipe, is mounted on a bogie on a side of the jack support frame. The moving device of the original push jack according to claim 1.
JP2001144443A 2001-05-15 2001-05-15 Movable jack jack moving device Expired - Lifetime JP3694656B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001144443A JP3694656B2 (en) 2001-05-15 2001-05-15 Movable jack jack moving device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001144443A JP3694656B2 (en) 2001-05-15 2001-05-15 Movable jack jack moving device

Publications (2)

Publication Number Publication Date
JP2002339688A true JP2002339688A (en) 2002-11-27
JP3694656B2 JP3694656B2 (en) 2005-09-14

Family

ID=18990396

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001144443A Expired - Lifetime JP3694656B2 (en) 2001-05-15 2001-05-15 Movable jack jack moving device

Country Status (1)

Country Link
JP (1) JP3694656B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101922298A (en) * 2010-08-20 2010-12-22 上海市第一市政工程有限公司 Self-walking shield translation station-crossing system
CN102285616A (en) * 2011-07-12 2011-12-21 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
CN116104524A (en) * 2023-04-14 2023-05-12 山西省交通新技术发展有限公司 Bridge tunnel supporting member and using method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101636261B1 (en) * 2015-12-29 2016-07-07 우경기술주식회사 Pipe roof tunnel construction method using guide beam and protrusion-type steel rib which enables pressurization

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101922298A (en) * 2010-08-20 2010-12-22 上海市第一市政工程有限公司 Self-walking shield translation station-crossing system
CN102285616A (en) * 2011-07-12 2011-12-21 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
CN116104524A (en) * 2023-04-14 2023-05-12 山西省交通新技术发展有限公司 Bridge tunnel supporting member and using method thereof
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

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