JPH0511191B2 - - Google Patents
Info
- Publication number
- JPH0511191B2 JPH0511191B2 JP61277819A JP27781986A JPH0511191B2 JP H0511191 B2 JPH0511191 B2 JP H0511191B2 JP 61277819 A JP61277819 A JP 61277819A JP 27781986 A JP27781986 A JP 27781986A JP H0511191 B2 JPH0511191 B2 JP H0511191B2
- Authority
- JP
- Japan
- Prior art keywords
- culvert
- existing
- excavator
- traction device
- existing culvert
- 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
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
去する既設暗渠の撤去方法に関する。[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a method for removing an existing culvert by excavating and removing the existing culvert using an excavator.
<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。<Conventional technology> The shield method was rapidly adopted for the construction of culverts in the 1960s, but after that, due to lack of capacity and deterioration, culverts needed to be renovated and repaired.
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。 Conventionally, the methods for repairing the above-mentioned culverts are as follows:
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
時間がかか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 takes a lot 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、
この暗渠の切削撤去を効率よく実施できる既設暗
渠の撤去方法を提供することを目的とする。 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 purpose of the present invention is to provide a method for removing an existing culvert that can efficiently cut and remove the 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
いて破砕撤去する暗渠の撤去方法において、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するように
したことを特徴とする既設暗渠の撤去方法にあ
る。<Means for Solving the Problems> The present invention has been made to achieve the above object, and the gist thereof is to provide a method for removing an existing culvert by crushing and removing the existing culvert using an excavator. A traction device that runs inside the excavator is disposed, and the gripper of this traction device is held in the existing culvert to stop the traction device, and a hydraulic cylinder connecting the excavator and the traction device is contracted. By doing so, the excavator excavates the existing culvert while crushing it, and when the excavation reaches a predetermined amount, releases the hold on the gripper and then extends the hydraulic cylinder,
The present invention provides a method for removing an existing culvert, characterized in that the traction device is moved in a direction of excavation.
また、この発明としては、上記発明に付加して
前記既設暗渠と新設暗渠に、この間を仕切る隔壁
を設け、該隔壁間の作業区間を高圧に保つことに
より、前記掘進機による暗渠の破砕を推進してい
くようにしたことを特徴とする既設暗渠の撤去方
法とすることもできる。 Further, in addition to the above invention, this invention provides a partition between the existing culvert and the new culvert, and maintains a high pressure in the working section between the partitions, thereby promoting the crushing of the culvert by the excavator. It is also possible to adopt a method for removing an existing culvert, which is characterized by the following:
さらに、上記発明に前記既設暗渠を破砕してい
る掘進機の後方に、新設のセグメントを継ぎ足し
ていくようにしたことを特徴とする既設暗渠の撤
去方法を付加してもよい。 Furthermore, a method for removing an existing culvert may be added to the above invention, characterized in that a newly installed segment is added to the rear of the excavator that is crushing the existing culvert.
<作用>
この発明におけるけん引装置は、既設暗渠内に
移動、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、かかる動作を繰り返しにより、掘進を継続す
るように作用する。<Function> The towing device of the present invention repeatedly moves and stops inside the existing culvert, and extends and contracts the hydraulic cylinder in parallel with this operation, thereby towing the excavator forward. It acts to sequentially crush and remove the pieces. 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.
<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、1はこの発明によつて撤去さ
れるべき既設暗渠であり、この既設暗渠1内には
車輪、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の走行を不能にし、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が既設暗渠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1に代えて掘進機5の後部に配
設される新設のセグメント、9はこの新設のセグ
メント8と掘進機5との間に介装されて、掘進機
5の後退を阻止するジヤツキである。<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, reference numeral 1 denotes an existing culvert to be removed according to the present invention, and inside the existing culvert 1 is a towing device 2 having a traveling mechanism such as wheels and a sled.
is provided so that it can be stopped. 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 disables the traction device 2 from running. It acts to firmly hold the stopped 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 existing underdrain 1. 7 is a telescopic hydraulic cylinder that connects the traction device 2 and the excavator 5, 8 is a newly installed segment installed at the rear of the excavator 5 in place of the existing culvert 1 that has been crushed and removed, and 9 is a newly installed segment. This is a jack that is interposed between the segment 8 and the excavator 5 to prevent the excavator 5 from retreating.
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。 The existing culvert 1 and the new culvert have bulkheads (not shown) penetrated by hydraulic cylinders 7 that partition the work area.
The work area separated by these partition walls is filled with muddy water or air and maintained at high pressure to prevent accidents such as collapse of lining, earth and sand during work.
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を既設暗渠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。 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 is hit against 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.
この状態においては、掘進機5の後方の、上記
ジヤツキ9と図上の新設のセグメント8との間に
すき間ができるので、ここにさらに他の新設のセ
グメントを継ぎ足すことができる。 In this state, a gap is created between the jack 9 and the newly installed segment 8 in the diagram at the rear of the excavator 5, so that another newly installed segment can be added to this space.
続いて、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、また、上記のように新設のセグメン
トを継ぎ足していく。 Subsequently, after the traction device 2 is moved forward, the traction device 2 is again held in the existing culvert 1 by the gripper 3, the extended hydraulic cylinder 7 is contracted, and the excavator 5 is further moved. We will move forward and add new segments as described above.
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セ
グメント敷設を実行できる。なお、新設のセグメ
ント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 new segments can be laid in parallel. In addition, when expanding the diameter of a newly installed culvert using newly installed segments, it is sufficient to use a cutter head 6 of the excavator 5 with a larger diameter.
<発明の効果>
以上述べたように、この発明は掘進機を用いて
既設暗渠を破砕撤去するものであるが、この撤去
方法では特に上記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用い、このけ
ん引装置と既設暗渠の破砕撤去用掘進機とを油圧
シリンダにより連結し、この油圧シリンダを伸縮
することにより、自動的かつ連続的に既設暗渠を
破砕撤去するようにしたので、この撤去を局部的
でなく全体に亘つて迅速かつ効率的に、しかも人
力に頼らず機械的に安全に既設暗渠を撤去できる
ようにしたものである。<Effects of the Invention> As described above, the present invention uses an excavator to crush and remove an existing culvert, and in this removal method, the excavator is moved inside the culvert while taking a reaction force through a gripper. Using a traction device, this traction device and an excavator for crushing and removing existing culverts are connected by a hydraulic cylinder, and by expanding and contracting this hydraulic cylinder, the existing culverts are automatically and continuously crushed and removed. , the existing culvert can be removed quickly and efficiently over the entire area rather than locally, and moreover, the existing culvert can be removed mechanically and safely without relying on human power.
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、シールド機の推進方向性が悪くなる
と考えられるからであり、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 direction of the shield machine would be poor 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、既設暗渠の切削時に、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、既設管内にグリツパを設けて崩落防止機構
とした。グリツパは、この崩落防止の機能の他に
推進補助機能を兼ねそなえたものである。 On the other hand, when cutting an existing culvert, it is expected that the pipe will crack and cause the ground to collapse, but in order to prevent this, a gripper was installed inside the existing pipe to prevent it from collapsing. In addition to this function of preventing collapse, the gripper also has a propulsion assist function.
さらに、この発明では掘進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、機械設計上有
利になるといつた効果も合せもつことになる。 Furthermore, in this invention, by separately arranging the movable power section of the excavator on the existing culvert side and the crushed debris removal device on the new culvert side, it also has the effect of being advantageous in terms of mechanical design. become.
第1図はこの発明にかかる既設暗渠の撤去方法
を説明する掘進機周辺の構造図、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……新設のセグメント。
FIG. 1 is a structural diagram of the vicinity of an excavator for explaining the method for removing an existing culvert according to the present invention, and FIG. 2 is a cross-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 segment.
Claims (1)
の撤去方法において、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
方向に走行移動するようにしたことを特徴とする
既設暗渠の撤去方法。 2 前記既設暗渠と新設暗渠に、この間を仕切る
隔壁を設け、該隔壁間の作業区間を高圧に保つこ
とにより、前記掘進機による暗渠の破砕を推進し
ていくようにしたことを特徴とする特許請求の範
囲第1項記載の既設暗渠の撤去方法。 3 前記既設暗渠を破砕している掘進機の後方
に、新設のセグメントを継ぎ足していくようにし
たことを特徴とする特許請求の範囲第1項記載の
既設暗渠の撤去方法。[Scope of Claims] 1. In a method for removing an existing culvert by crushing and removing it using an excavator, a traction device that runs within the existing culvert is provided, and a gripper of the traction device is held within the existing culvert. By stopping the traction device and contracting a hydraulic cylinder connecting the excavation machine and the traction device, the excavation machine excavates the existing culvert while crushing it, and the excavation reaches a predetermined amount. A method for removing an existing culvert, characterized in that when the gripper is reached, the gripper is released and the hydraulic cylinder is extended to move the traction device in the excavation direction. 2. A patent characterized in that the existing culvert and the newly constructed culvert are provided with a partition wall that partitions them, and the work section between the partition walls is maintained at high pressure to promote the crushing of the culvert by the excavator. A method for removing an existing culvert as set forth in claim 1. 3. The method for removing an existing culvert according to claim 1, characterized in that a newly installed segment is added to the rear of the excavator that is crushing the existing culvert.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27781986A JPS63134788A (en) | 1986-11-22 | 1986-11-22 | Method of removing existing culvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27781986A JPS63134788A (en) | 1986-11-22 | 1986-11-22 | Method of removing existing culvert |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63134788A JPS63134788A (en) | 1988-06-07 |
| JPH0511191B2 true JPH0511191B2 (en) | 1993-02-12 |
Family
ID=17588702
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27781986A Granted JPS63134788A (en) | 1986-11-22 | 1986-11-22 | Method of removing existing culvert |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63134788A (en) |
Family Cites Families (1)
| 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 |
-
1986
- 1986-11-22 JP JP27781986A patent/JPS63134788A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63134788A (en) | 1988-06-07 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |