JPH059599B2 - - Google Patents

Info

Publication number
JPH059599B2
JPH059599B2 JP61283094A JP28309486A JPH059599B2 JP H059599 B2 JPH059599 B2 JP H059599B2 JP 61283094 A JP61283094 A JP 61283094A JP 28309486 A JP28309486 A JP 28309486A JP H059599 B2 JPH059599 B2 JP H059599B2
Authority
JP
Japan
Prior art keywords
culvert
excavator
existing
traction device
hydraulic cylinder
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
JP61283094A
Other languages
Japanese (ja)
Other versions
JPS63138097A (en
Inventor
Akio Fujimoto
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP28309486A priority Critical patent/JPS63138097A/en
Publication of JPS63138097A publication Critical patent/JPS63138097A/en
Publication of JPH059599B2 publication Critical patent/JPH059599B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 <産業上の利用分野> この発明は既設の暗渠を掘進機を用いて掘削撤
去しがら新設暗渠を敷設していく、既設暗渠の敷
設替え工法と既設暗渠の敷設替え用掘削機に関す
る。
[Detailed Description of the Invention] <Industrial Application Field> This invention is a method for replacing an existing culvert and replacing the existing culvert, in which a new culvert is laid while excavating and removing the existing culvert using an excavator. Regarding excavators.

<従来の技術> シールド工法は昭和40年代に暗渠の建造のため
に急速に採用されてきたが、その後容量不足や劣
化等により暗渠の改築、補修が必要となる、 従来において、上記暗渠の補修方法としては、
例えば地下鉄の暗渠が軟弱地盤中で変形した場合
は鋼製リングと強化コンクリートによる断面補強
(補強ライニングともいう)を行なつたり、漏水
に対しては排水ドレーンへ導水するか又は止水工
事を施すという手法がとられていた。
<Conventional technology> The shield method was rapidly adopted for the construction of culverts in the 1960s, but after that, the culverts needed to be renovated or repaired due to lack of capacity or deterioration. As a method,
For example, if a subway culvert is deformed in soft ground, the cross section should be reinforced with steel rings and reinforced concrete (also called reinforced lining), and in case of water leakage, water should be directed to a drainage drain or water stoppage work should be carried out. This method was used.

<発明が解決しようとする問題点> しかしながら、上記のような暗渠補修方法はい
ずれも局部的な補修は出来ても、暗渠自体の全面
的な改修を行なうことはできなかつた。例えば全
面的な改修を行ないたいときは周辺の地盤の改良
を行なつた後、セグメント(以下補修セグメント
という)を解体して排除し、その後新しいセグメ
ント(以下新設セグメントという)を設置すると
いう方法が考えられる。しかし、この手法では補
修セグメントの解体及びその搬出に多大の手間と
時間を要するという不具合が伴なう。
<Problems to be Solved by the Invention> However, although the above-mentioned culvert repair methods can perform local repairs, they cannot completely repair the culvert itself. For example, if you want to carry out a complete renovation, the method is to improve the surrounding ground, then dismantle and remove the segment (hereinafter referred to as the repair segment), and then install a new segment (hereinafter referred to as the new construction segment). Conceivable. However, this method has the disadvantage that it requires a great deal of effort and time to dismantle and transport the repaired segment.

この発明はかかる従来の問題点に鑑みてなされ
たもので、その目的はけん引装置により掘進機本
体を既設暗渠側に推進させる簡単なシステムで、
この暗渠の破砕撤去を効率よく実施しながら、新
設暗渠を同時に敷設していく既設暗渠の敷設替え
工法と既設暗渠の新設替え用掘削機を提供するこ
とにある。
This invention was made in view of such conventional problems, and its purpose is to provide a simple system in which the main body of the excavator is propelled toward the existing culvert by a traction device.
The object of the present invention is to provide a method for replacing an existing culvert by efficiently crushing and removing the culvert and simultaneously laying a new culvert, and an excavator for replacing the existing culvert.

<問題点を解決するための手段> この発明は、上記目的を達成するためになされ
たものであり、その要旨は既設暗渠を掘進機を用
いて破砕撤去した後に新規の暗渠と交換する敷設
替え工法において、前記既設暗渠内に走行するけ
ん引装置を配設し、このけん引装置のグリツパー
を既設暗渠内に保持することによつて前記けん引
装置を停止状態とし、前記掘進機と前記けん引装
置とを連結した油圧シリンダを収縮することで前
記掘進機により既設暗渠を破砕しながら掘進する
と共に、この掘進が所定量に達したときに前記グ
リツパの保持を解除してから前記油圧シリンダを
伸長させることにより、前記けん引装置を掘進方
向に走行移動させ、掘進した上記掘進機の後部に
ヒユーム管を推進ジヤツキにより押し込んで継ぎ
足していくようにしたことを特徴とする既設暗渠
の敷設替え工法にある。
<Means for Solving the Problems> This invention has been made to achieve the above object, and its gist is to replace the existing culvert with a new culvert after crushing and removing it using an excavator. In the construction method, a traction device that runs within the existing culvert is disposed, the gripper of this traction device is held in the existing culvert to bring the traction device into a stopped state, and the excavation machine and the traction device are connected to each other. By contracting the connected hydraulic cylinder, the excavator excavates while crushing the existing culvert, and when this excavation reaches a predetermined amount, the gripper is released from holding, and then the hydraulic cylinder is extended. , a method for replacing an existing culvert, characterized in that the towing device is moved in the excavation direction, and a hump pipe is pushed into the rear part of the excavating machine using a propulsion jack to add to the excavation.

また、この発明と別の要旨として、先端部に回
転駆動するカツタヘツドを有し、該カツタヘツド
によつて既設暗渠を掘削可能にした掘進機と、該
掘進機の前方に位置し既設暗渠の内周面に張り出
してグリツプする手段を有するけん引装置と、該
けん引装置と前記掘進機とを連結する油圧シリン
ダとを設けてなり、前記けん引装置を既設暗渠に
グリツプした状態で油圧シリンダを収縮させて既
設暗渠を掘削することを特徴とする既設暗渠の敷
設替え用掘削機がある。
In addition, as another gist of the present invention, there is provided an excavator which has a rotatably driven cutter head at its tip and is capable of excavating an existing culvert with the cutter head, and an excavator which is located in front of the excavator and which excavates the inner periphery of the existing culvert. A traction device having a means for gripping the excavator by protruding from a surface, and a hydraulic cylinder connecting the traction device and the excavator are provided, and the hydraulic cylinder is contracted to remove the existing culvert with the traction device gripped onto the existing culvert. There is an excavator for replacing existing culverts, which is characterized by excavating culverts.

<作用> この発明におけるけん引装置は、既設暗渠内に
移動し、停止を繰り返しながら走行し、かかる動
作に並行して油圧シリンダを伸縮させることによ
り、掘進機を前方へけん引し、これにより上記既
設暗渠を順次破砕撤去するように作用する。この
ため、けん引時には、けん引装置をグリツパ等に
より既設暗渠内に固定し、油圧シリンダを収縮さ
せて掘進機をけん引し、このけん引終了後、この
固定を解除して、けん引装置の前進を可能にし、
再び上記のようなけん引による掘進作業を可能に
し、かかる動作の繰り返しにより、掘進を継続す
るように作用する。また、推進ジヤツキは掘進に
よつて掘進機後部にできた間〓に押し込んだヒユ
ーム管をさらに掘進方向に押し進めるように作用
し、新設暗渠を連続的に形成するように作用す
る。
<Function> The towing device of the present invention moves into the existing culvert, travels while repeatedly stopping, and expands and contracts the hydraulic cylinder in parallel with this operation, thereby towing the excavator forward. It acts to gradually crush and remove the culvert. For this reason, when towing, the towing device is fixed in the existing culvert with grippers, etc., the hydraulic cylinder is contracted to tow the excavator, and after this towing is completed, this fixation is released to allow the towing device to move forward. ,
The excavation work by towing as described above is enabled again, and by repeating this operation, the excavation is continued. In addition, the propulsion jack acts to further push the hume pipe pushed into the gap formed at the rear of the excavator in the excavation direction, thereby continuously forming a new culvert.

<発明の実施例> 第1図はこの発明の一実施例を示す要部の断面
図であり、第2図は第1図のA−A断面図であ
る。同図において、Aは掘削撤去したい既設暗渠
がある部位において、地上から縦に掘削した立抗
で、この立坑Aの入口部分にヒユーム管や各種機
材を搬入する橋型クレーンなどが設けられる。な
お、立坑Aは図示のように既製暗渠に連通するよ
うに設けられる。1はこの発明によつて撤去され
るべき上記既設暗渠であり、この既設暗渠1内に
は車輪やソリなどの走行機構を持つたけん引装置
2が停止操作可能に設けられている。3はこのけ
ん引装置2に一体に設けられたグリツパで、ジヤ
ツキや油圧シリンダなどのアーム端に取り付けた
摩擦板3aを暗渠1の内面に衝き当てることによ
り、けん引装置2の走行不能にし、その停止位置
を堅く保持するように作用する。4はけん引装置
2の上部に、後方に突出するように取り付けられ
たルーフで、これにより切削中の覆工が後述の油
圧シリンダ7上に崩落するのを防止する。5は掘
進機であり、これの先端には回転自在のリング状
のカツタヘツド6が取り付けられ、このカツタヘ
ツド6が既製暗渠1の端面に衝き当てられるよう
になつている。7はけん引装置2と掘進機5とを
連結する、伸縮自在の油圧シリンダ、8は破砕撤
去した既設暗渠に1に代えて掘進機5の後部に配
設される新設のヒユーム青、9はこの新設のヒユ
ーム管8と撤去の必要がない残る既設暗渠1との
間にプレスリング10を介して介装されて、掘進
機5の後退を阻止しながら、ヒユーム管8を次々
に押し込んで継いでいく推進ジヤツキである。
<Embodiments of the Invention> FIG. 1 is a sectional view of essential parts showing an embodiment of the invention, and FIG. 2 is a sectional view taken along the line AA in FIG. 1. In the figure, A is a vertical shaft excavated from the ground in the area where there is an existing culvert that is to be excavated and removed, and a bridge-type crane, etc., for transporting humid pipes and various equipment will be installed at the entrance of this shaft A. Note that the vertical shaft A is provided so as to communicate with a ready-made culvert as shown in the figure. Reference numeral 1 denotes the existing culvert to be removed according to the present invention, and within the existing culvert 1, a towing device 2 having a traveling mechanism such as wheels or a sled is provided so as to be operable to stop. Reference numeral 3 denotes a gripper that is integrally provided with this traction device 2, and by hitting a friction plate 3a attached to the end of an arm such as a jack or a hydraulic cylinder against the inner surface of the culvert 1, it makes the traction device 2 unable to run and stops it. It acts to firmly hold the position. A roof 4 is attached to the upper part of the traction device 2 so as to protrude rearward, and this prevents the lining being cut from collapsing onto a hydraulic cylinder 7, which will be described later. Reference numeral 5 denotes an excavator, and a rotatable ring-shaped cutter head 6 is attached to the tip of the excavator, and the cutter head 6 is adapted to hit against the end face of the ready-made underdrain 1. 7 is a telescopic hydraulic cylinder that connects the traction device 2 and the excavator 5, 8 is a newly installed humuum blue installed at the rear of the excavator 5 in place of 1 in the existing culvert that has been crushed and removed, and 9 is this A press ring 10 is interposed between the newly constructed humid pipe 8 and the remaining existing underdrain 1 that does not need to be removed, and the humid pipes 8 are pushed in one after another to connect them while preventing the excavator 5 from retreating. I'm really excited about the promotion.

なお、図示しないが必要に応じて、既設暗渠1
の延長部分の所定位置に、破砕撤去すべきガレキ
物を搬出する他の立坑を設けて、この立坑にその
ガレキ物搬出のためのクレーンを設置したりする
ことができる。また、既設暗渠1および新設暗渠
には作業区間を仕切る油圧シリンダ7が貫通する
隔壁(図示しない)が設けられ、この隔壁で仕切
られた作業区間に泥水又はエアを充満して高圧に
保ち、作業中の覆工、土砂等の崩落事故を防止す
るようになつている。
Although not shown, if necessary, the existing culvert 1
Another shaft for carrying out the rubble to be crushed and removed may be provided at a predetermined position of the extended portion of the pipe, and a crane for carrying out the rubble may be installed in this shaft. In addition, the existing culvert 1 and the new culvert are provided with a bulkhead (not shown) through which a hydraulic cylinder 7 separates the working area, and the working area partitioned by this bulkhead is filled with muddy water or air to maintain high pressure, and the working area is kept at high pressure. This is designed to prevent accidents such as the lining, earth and sand from collapsing.

次に、動作について説明する。 Next, the operation will be explained.

まず、図示のようなけん引装置2、掘進機5お
よび油圧シリンダ7の関連状態において、既設暗
渠1の破砕撤去を行なうには、グリツパ3の摩擦
板3aが既設暗渠1の内面に衝き当てて、けん引
装置2がその位置から移動しない様に保持する。
続いて、上記油圧シリンダ7を一定の力で収縮さ
せていく。このため、回転駆動している掘進機5
上のカツタヘツド6は、既設暗渠1の端面から、
これを徐々に破砕しつつ掘進していく。掘進量が
所定値に達したときには、上記グリツパ3による
けん引装置2の上記保持を解除するとともに、油
圧シリンダ7を十分に伸長させ、けん引装置2を
上記油圧シリンダ7の伸長量分前進させる。この
ため、掘進機5またはこれに連続する新設のヒユ
ーム管8と推進ジヤツキ9との間には、上記伸長
量分だけ間〓が生じるが推進ジヤツキ9はこの間
〓を詰めるように動作(伸長)し、ヒユーム管8
を掘進方向に押し込んだ後、適当量収縮し、これ
によつてできた最後部のヒユーム管8と推進ジヤ
ツキ9との間〓に、さらに新設のヒユーム管8を
挿入し、この後推進ジヤツキ9を伸長させて、掘
進機5の動作を助ける。
First, in the related state of the traction device 2, excavator 5, and hydraulic cylinder 7 as shown in the figure, in order to crush and remove the existing culvert 1, the friction plate 3a of the gripper 3 hits the inner surface of the existing culvert 1, Hold the traction device 2 so that it does not move from its position.
Subsequently, the hydraulic cylinder 7 is contracted with a constant force. For this reason, the rotationally driven excavator 5
The upper cutter head 6 is installed from the end of the existing culvert 1.
This will be gradually crushed and excavated. When the amount of excavation reaches a predetermined value, the holding of the traction device 2 by the gripper 3 is released, the hydraulic cylinder 7 is fully extended, and the traction device 2 is advanced by the amount of extension of the hydraulic cylinder 7. Therefore, there is a gap between the excavator 5 or the newly installed fume pipe 8 connected to it and the propulsion jack 9 by the amount of elongation described above, but the propulsion jack 9 operates (extends) to close the gap. and Huyum canal 8
After pushing it in the excavation direction, it contracts by an appropriate amount, and a new hume pipe 8 is inserted between the rearmost hume pipe 8 and the propulsion jack 9, and then the propulsion jack 9 to help the operation of the excavator 5.

また、上記けん引装置2の前進を行つた後は、
再び、このけん引装置2をグリツパ3によつて既
設暗渠1内に保持し、上記伸長した油圧シリンダ
7を収縮させ、掘進機5をさらに前方に推進させ
ていき、上記のように新設のヒユーム管8を次々
継ぎ足していく。
Furthermore, after the traction device 2 is moved forward,
Again, this traction device 2 is held in the existing culvert 1 by the gripper 3, the extended hydraulic cylinder 7 is contracted, the excavator 5 is further propelled forward, and the newly constructed humid pipe is moved as described above. Add 8 one after another.

そして、このような動作を繰り返し継続するこ
とにより、既設暗渠の破砕撤去を連続かつ効率的
に実施できるとともに、これに並行して新設のヒ
ユーム管の敷設を実行できる。なお、新設のヒユ
ーム管による新設暗渠の径を拡大する場合には、
掘進機5のカツタヘツド6の径の大きいものを用
いれば良い。
By repeating and continuing such operations, the existing culvert can be continuously and efficiently crushed and removed, and a new humid pipe can be laid in parallel. In addition, when expanding the diameter of a newly constructed culvert using a newly constructed hump pipe,
It is sufficient to use a cutter head 6 of the excavator 5 with a larger diameter.

<発明の効果> 以上説明したように、この発明によれば、既設
暗渠内にグリツパを介して反力をとりながら走行
するけん引装置を設けて、このけん引装置と既設
暗渠の破砕撤去用推進機とを油圧シリンダにより
連結し、この油圧シリンダを伸縮することによつ
て、自動的かつ連続的に既設暗渠を破砕撤去する
とともに、掘進機の掘進ごとに、掘進機または新
設のヒユーム管の後方に他の新設ヒユーム管を継
ぎ足しながら、これを推進ジヤツキによつて押し
込むことにより、新設暗渠を連続的かつ効率的に
形成できる。また、かかる敷設替え用掘進機によ
る敷設替え工法によれば、近接埋設物に障害を与
えることがなく、地上交通が制限を受けるような
ことがない。
<Effects of the Invention> As explained above, according to the present invention, a traction device that travels while taking a reaction force through a gripper is provided in an existing culvert, and this traction device and a propulsion device for crushing and removing the existing culvert are connected. are connected by a hydraulic cylinder, and by expanding and contracting this hydraulic cylinder, the existing culvert is automatically and continuously crushed and removed. By adding other newly installed fume pipes and pushing them in using a propulsion jack, a new underdrain can be formed continuously and efficiently. Further, according to the re-laying method using such a re-laying excavator, there is no obstruction to nearby buried objects, and there is no restriction on surface traffic.

なかでも、この発明が既設暗渠内にけん引装置
を走行・停止可能に設置した理由は、従来の推進
機のみでは既設暗渠の管の切削におけるカツタト
ルクにより、シールド機の推進指向性が悪くなる
と考えられる。けん引式にすれば、推進方向を常
に既設管方向に保つことができる。
In particular, the reason why this invention installs the towing device in the existing culvert so that it can run and stop is that if only the conventional propulsion device was used, the propulsion directionality of the shield machine would deteriorate due to the cutting torque when cutting the pipe of the existing culvert. . If it is towed, the direction of propulsion can always be kept in the direction of the existing pipe.

一方、既設管切削時に、管が大割れし地山の崩
落を招くことが予想されるが、これを防ぐため
に、既設管内に崩落停止のグリツパ機構を設け
た。このグリツパは、上記この崩落防止の機能の
他に上記推進補助機能を兼ねそなえたものであ
る。
On the other hand, when cutting the existing pipe, it is expected that the pipe will crack and cause the ground to collapse, but in order to prevent this, a gripper mechanism was installed inside the existing pipe to prevent it from collapsing. This gripper has the above-mentioned propulsion assisting function in addition to the above-mentioned collapse prevention function.

さらに、この発明では掘削機の移動動力部を既
設暗渠側に、また新設暗渠側に破砕ガラの搬出装
置を分けて配置することによつて、機械設計が有
利になるといつた効果を有する。
Furthermore, the present invention has the effect that the mechanical design is advantageous by arranging the movable power unit of the excavator on the existing culvert side and the crushed debris removal device on the new culvert side.

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

第1図はこの発明にかかる既設暗渠の敷設替え
用掘進機を用いた工法を説明する掘削機周辺の構
造図、第2図は第1図のA−A断面図である。 1……既設暗渠、2……けん引装置、3……グ
リツパ、5……掘進機、6……カツタヘツド、7
……油圧シリンダ、8……新設ヒユーム管、9…
…推進ジヤツキ。
FIG. 1 is a structural diagram of the area around the excavator, illustrating a construction method using an excavator for replacing existing culverts according to the present invention, and FIG. 2 is a sectional view taken along the line AA in FIG. 1. 1... Existing culvert, 2... Traction device, 3... Gripper, 5... Excavation machine, 6... Katsutahed, 7
... Hydraulic cylinder, 8 ... Newly installed humid pipe, 9 ...
...Propulsion jack.

Claims (1)

【特許請求の範囲】 1 既設暗渠を掘進機を用いて破砕撤去した後に
新規の暗渠と交換する敷設替え工法において、前
記既設暗渠内に走行するけん引装置を配設し、こ
のけん引装置のグリツパーを既設暗渠内に保持す
ることによつて前記けん引装置を停止状態とし、
前記掘進機と前記けん引装置とを連結した油圧シ
リンダを収縮することで前記掘進機により既設暗
渠を破砕しながら掘進すると共に、この掘進が所
定量に達したときに前記グリツパの保持を解除し
てから前記油圧シリンダを伸長させることによ
り、前記けん引装置を掘進方向に走行移動させ、
掘進した上記掘進機の後部にヒユーム管を推進ジ
ヤツキにより押し込んで継ぎ足していくようにし
たことを特徴とする既設暗渠の敷設替え工法。 2 先端部に回転駆動するカツタヘツドを有し、
該カツタヘツドによつて既設暗渠を掘削可能にし
た掘進機と、該掘進機の前方に位置し、既設暗渠
の内周面に張り出してグリツプする手段を有する
けん引装置と、該けん引装置と前記掘進機とを連
結する油圧シリンダとを設けてなり、前記けん引
装置を既設暗渠にグリツプした状態で油圧シリン
ダを収縮させて既設暗渠を掘削することを特徴と
する既設暗渠の敷設替え用掘削機。
[Scope of Claims] 1. In a re-laying method in which an existing culvert is crushed and removed using an excavator and then replaced with a new culvert, a traction device that runs within the existing culvert is provided, and a gripper of this traction device is installed. the traction device is stopped by holding it in an existing culvert;
By contracting a hydraulic cylinder connected to the excavator and the traction device, the excavator excavates the existing culvert while crushing it, and when the excavation reaches a predetermined amount, releases the hold on the gripper. moving the traction device in the digging direction by extending the hydraulic cylinder from
A method for replacing an existing culvert, characterized in that a hump pipe is pushed into the rear part of the excavating machine using a propulsion jack and added to the culvert. 2. Has a cutter head that rotates at the tip,
An excavator capable of excavating an existing culvert with the cutter head, a traction device located in front of the excavator and having means for protruding and gripping the inner peripheral surface of the existing culvert, the traction device and the excavator. 1. An excavator for replacing an existing underdrain, characterized in that the excavator is provided with a hydraulic cylinder connecting the towing device to the existing underdrain, and excavates the existing underdrain by contracting the hydraulic cylinder while gripping the traction device to the existing underdrain.
JP28309486A 1986-11-29 1986-11-29 Method of re-laying construction of existing culvert Granted JPS63138097A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28309486A JPS63138097A (en) 1986-11-29 1986-11-29 Method of re-laying construction of existing culvert

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28309486A JPS63138097A (en) 1986-11-29 1986-11-29 Method of re-laying construction of existing culvert

Publications (2)

Publication Number Publication Date
JPS63138097A JPS63138097A (en) 1988-06-10
JPH059599B2 true JPH059599B2 (en) 1993-02-05

Family

ID=17661138

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28309486A Granted JPS63138097A (en) 1986-11-29 1986-11-29 Method of re-laying construction of existing culvert

Country Status (1)

Country Link
JP (1) JPS63138097A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63189593A (en) * 1987-01-29 1988-08-05 株式会社イセキ開発工機 Method and device for renewing existing duct

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57184195A (en) * 1981-05-08 1982-11-12 Kubota Ltd Displacement of construction of underground embedded pipe

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57184195A (en) * 1981-05-08 1982-11-12 Kubota Ltd Displacement of construction of underground embedded pipe

Also Published As

Publication number Publication date
JPS63138097A (en) 1988-06-10

Similar Documents

Publication Publication Date Title
US8613568B2 (en) Method and device for laying pipelines in the ground
JP4398485B2 (en) Tunnel excavator and tunnel excavation method
JP2696420B2 (en) Enlargement method of existing sewer and tunnel excavator used for the method
JP2001082071A (en) Tunnel widening method and device
JP2934819B2 (en) Shield machine
JPH059599B2 (en)
CN107269286A (en) A kind of pipe arrangement stretch system for tunnel piercing
JP3830917B2 (en) Tunnel excavator for pipe formation
JP3830918B2 (en) Tunnel excavator for pipe formation
JPH0511191B2 (en)
JP4214082B2 (en) Propulsion method excavation equipment and propulsion method
JP7465832B2 (en) Excavator
JP7465831B2 (en) Excavator
JP3616898B2 (en) Method for joining underground structures using propulsion device
TW201239188A (en) A method and equipment for tunnelling
JP2683230B2 (en) A small-diameter excavator capable of making sharp turns
JP2018053500A (en) Nondestruction type underground pipe reconstruction method
JPH1018781A (en) Tunnel excavator and excavating method
JP3347312B2 (en) Underground joining type shield machine and underground joining method
JP3819600B2 (en) Piping laying method
JP3585446B2 (en) Underground pipeline construction method
JP3076206B2 (en) Excavation method of large diameter tunnel and excavation equipment used for the excavation
JPH06235293A (en) Shield excavator and pipe laying and exchanging constructing method using this
JP2529859Y2 (en) Vehicle-mounted construction machinery
JP2819343B2 (en) Enlargement method of existing sewer and double shield excavator used for the method

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees