JPH08319796A - Obstruction cutting device for shield machine - Google Patents

Obstruction cutting device for shield machine

Info

Publication number
JPH08319796A
JPH08319796A JP12643395A JP12643395A JPH08319796A JP H08319796 A JPH08319796 A JP H08319796A JP 12643395 A JP12643395 A JP 12643395A JP 12643395 A JP12643395 A JP 12643395A JP H08319796 A JPH08319796 A JP H08319796A
Authority
JP
Japan
Prior art keywords
roller
cutter
cutter head
blade
cutting
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
JP12643395A
Other languages
Japanese (ja)
Other versions
JP3552070B2 (en
Inventor
Yuzuru Yoshida
譲 吉田
Yuji Sakuma
裕治 佐久間
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.)
IHI Corp
Original Assignee
IHI Corp
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 IHI Corp filed Critical IHI Corp
Priority to JP12643395A priority Critical patent/JP3552070B2/en
Publication of JPH08319796A publication Critical patent/JPH08319796A/en
Application granted granted Critical
Publication of JP3552070B2 publication Critical patent/JP3552070B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE: To remove an obstruction positively only by an excavator by providing a roller cutter with roller edges arranged in the direction intersecting the radial direction of a cutter head, and making the roller cutter movable forward and backward in the vertical direction of the cutter head. CONSTITUTION: A cutter head 1 provided with sediment excavating bits 6 is provided with a roller cutter 12 with roller edges arranged in the direction intersecting the radial direction of the cutter head 1 and rotated by a hydraulic motor. This roller cutter 12 is advanced/retreated in the vertical direction of the cutter head by a hydraulic cylinder. The roller edges of the roller cutter 12 are thereby brought into intersecting contact with an obstruction by the rotation of the roller head 1 so as to cut the obstruction while being rotated. The roller edges are raised only at the time of cutting the obstruction and not used for normal sediment cutting, so that the wear of the roller cutter 12 is reduced, and the service life can be prolonged.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は地中掘進中に鉄筋コンク
リート杭や鋼製の杭などが現れた場合、これを切削する
シールド掘進機の障害物切削装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an obstacle cutting device of a shield machine for cutting reinforced concrete piles, steel piles and the like when they appear during underground excavation.

【0002】[0002]

【従来の技術】都市部などでは、シールド工事計画路線
上にビルの鉄筋コンクリート製の杭や鋼杭などが存在す
る場合がある。このような場合、土砂切削用カッタビッ
トで鉄筋、H鋼、鋼鉄板等を切削した場合、被切削物が
ビットにからみつき、または、被切削物にてビットが破
損し、連続して安定な掘削ができない。このため従来は
シールド掘進機の前面、つまり切羽に土砂の流入を防止
するため、安定化用の薬液を注入する薬液注入工法や、
凍結工法を用いて切羽の土砂を固め、作業員が切羽へ出
て鉄筋コンクリート杭などの切断を行っていた。これら
の工法は莫大な費用と工期を必要とするため、シールド
掘進機側からの操作により障害物を切削する方法が提案
されている。
2. Description of the Related Art In urban areas and the like, reinforced concrete piles and steel piles of a building may exist on a shielded construction planned route. In such a case, when rebar, H steel, steel plate, etc. are cut with a cutter bit for earth and sand cutting, the work piece is entangled with the bit or the work piece breaks the bit, resulting in continuous and stable excavation. I can't. For this reason, in the past, in order to prevent the inflow of earth and sand into the front face of the shield machine, that is, the face of the shield machine, a chemical solution injection method of injecting a chemical solution for stabilization,
The freezing method was used to solidify the soil on the cutting face, and the worker went out to the cutting face and cut the reinforced concrete piles. Since these construction methods require enormous cost and construction period, a method of cutting an obstacle by the operation from the shield machine side has been proposed.

【0003】特公平6−54078号にはカッタヘッド
に、円筒形の外周にスパイラル状のカッタを設け、カッ
タヘッドの半径方向に円筒軸を向けて配置したトンネル
掘削機が開示されている。このスパイラルの刃は円周の
一部の同一位置で全ての刃が欠けており、通常の掘削時
は、この刃の欠けた面を掘進方向に向くようにして前進
する。これにより通常の掘進時にはスパイラルの刃より
先に土砂切削用のビットが土砂を切削する。
Japanese Patent Publication No. 6-54078 discloses a tunnel excavator in which a cutter head is provided with a spiral cutter on the outer circumference of a cylinder, and the cylinder axis is oriented in the radial direction of the cutter head. All the blades of this spiral blade are chipped at the same position on a part of the circumference, and during normal excavation, the spiral blade is advanced so that the chipped surface faces the excavation direction. As a result, during normal excavation, the earth and sand cutting bit cuts the earth and sand before the spiral blade.

【0004】[0004]

【発明が解決しようとする課題】上述の公報記載の掘削
機の場合、全てのスパイラルカッタの同一回転位置で
は、刃が欠けているので、鉄筋コンクリート杭などを切
断中スパイラルカッタに加わる力が不均一になり、振動
や騒音を発生する。また実開平4−122798号に
は、埋設管削破枠用カッタヘッドとしてシールド掘削機
のカッタヘッドに相当する面にローラカッタを設けた技
術が開示されている。しかし、この技術では、ローラカ
ッタはカッタヘッドの回転によって回転するだけで、自
転装置がないため鉄筋コンクリート杭などを切削するの
は困難である。また、このローラカッタは常に被掘削物
に当たるので、普通の土砂掘削にも使用されることにな
り寿命が短くなるという問題点もある。
In the case of the excavator described in the above publication, the blades are lacking at the same rotational position of all spiral cutters, so the force applied to the spiral cutter is uneven during cutting of reinforced concrete piles and the like. And generate vibration and noise. Japanese Utility Model Laid-Open No. 4-122798 discloses a technique in which a roller cutter is provided on a surface corresponding to a cutter head of a shield excavator as a cutter head for a buried pipe cutting frame. However, with this technique, the roller cutter only rotates by the rotation of the cutter head, and it is difficult to cut a reinforced concrete pile or the like because there is no rotation device. In addition, since the roller cutter always hits the object to be excavated, it is also used for ordinary earth and sand excavation, resulting in a problem that the life is shortened.

【0005】本発明は、上述の問題点に鑑みてなされた
もので、鉄筋コンクリート杭等の地中障害物をシールド
掘削により機械的に削除する装置を提供することを目的
とする。
The present invention has been made in view of the above problems, and an object thereof is to provide a device for mechanically removing underground obstacles such as reinforced concrete piles by shield excavation.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
請求項1の発明では、土砂掘削用ビットを備えたカッタ
ヘッドに設けられ、カッタヘッドの半径方向と交差する
方向にローラ刃の向きを配置し、ローラ刃の回転装置を
有するローラカッタと、該ローラカッタをカッタヘッド
の垂直方向に進退させる進退装置とを備える。
In order to achieve the above object, according to the invention of claim 1, the roller blade is provided in a cutter head provided with a bit for earth and sand excavation, and a roller blade is oriented in a direction intersecting a radial direction of the cutter head. It is provided with a roller cutter which is arranged and has a roller blade rotating device, and an advancing / retreating device for advancing / retreating the roller cutter in the vertical direction of the cutter head.

【0007】請求項2の発明では、前記ローラカッタ
は、前記カッタヘッドの半径方向に複数個設けられ、カ
ッタヘッドを1回転した場合、カッタヘッド前面のほぼ
全域が切削されるように配置される。
According to a second aspect of the present invention, a plurality of the roller cutters are provided in the radial direction of the cutter head, and when the cutter head makes one revolution, it is arranged so that substantially the entire front surface of the cutter head is cut. .

【0008】請求項3の発明では、前記ローラカッタ
は、円の外周にのこぎり刃を設けた形状の刃を有してい
る。
In the invention of claim 3, the roller cutter has a blade having a shape in which a saw blade is provided on the outer circumference of a circle.

【0009】[0009]

【作用】請求項1の発明では、カッタヘッドを回転する
ことにより、各ローラカッタの刃は障害物に交差して当
たり、回転装置によって回転して障害物を切削する。ま
た進退装置により障害物を切削するときのみ土砂掘削用
ビットよりローラカッタの刃を高くするので、摩耗が少
なくなり寿命が長くなり、かつ通常の土砂切削時に地山
を乱すことがないので、安定した施工が可能となる。ま
たローラカッタは刃の円周方向に均一な形状なので、回
転による振動や騒音の発生も少ない。
According to the first aspect of the present invention, by rotating the cutter head, the blade of each roller cutter crosses the obstacle and hits by the rotating device to cut the obstacle. In addition, the blade of the roller cutter is raised above the earth and sand excavating bit only when cutting obstacles with the advancing and retracting device, so wear is reduced and life is extended, and the ground is not disturbed during normal earth and sand cutting, so it is stable. It is possible to carry out the construction. Further, since the roller cutter has a uniform shape in the circumferential direction of the blade, vibration and noise due to rotation are small.

【0010】請求項2の発明では、ローラカッタをカッ
タヘッド前面の全域をほぼ切削するように配置している
ので、シールド掘進機の前進を阻害する障害物を同時に
除去できる。
According to the second aspect of the present invention, since the roller cutter is arranged so as to substantially cut the entire front surface of the cutter head, it is possible to remove obstacles which hinder the advance of the shield machine simultaneously.

【0011】請求項3の発明では、ローラカッタの刃を
のこぎり刃の形状にしているので切削効率がよい。
According to the third aspect of the invention, the blade of the roller cutter is in the shape of a saw blade, so that the cutting efficiency is good.

【0012】[0012]

【実施例】以下、本発明の実施例を図面を参照して説明
する。図1は本発明の実施例を示す縦断面図、図2は図
1の正面図である。カッタヘッド1は厚みのある円盤形
で前後面はカッタ前面板2とカッタ後面板3で構成され
ている。カッタヘッド1には開口4が設けられ、この開
口4にはカッタヘッド1の半径方向にスポーク5が設け
られ、このスポーク5には多数の土砂切削ビット6が取
り付けられている。土砂切削ビット6はカッタヘッド1
の同心円上に対向して2個ずつ設けられ、カッタヘッド
1の正転、逆転に応じていずれか一方が切削するように
なっている。土砂切削ビット6はカッタヘッド1を1回
転したときカッタヘッド1の前面をほぼ切削できるよう
に配置されている。隔壁7は円筒形のシェル8と共に外
圧を支え、シールド掘進機の内部を大気圧に保つ。隔壁
7にはカッタ駆動モータ9が設けられ、カッタヘッド1
を回転する。回転方向は正転、逆転いずれも可能となっ
ている。スクリューコンベヤ10は土砂切削用ビット6
やローラカッタ12の切削した土砂やコンクリート、鉄
筋片などが開口4より隔壁7側に入ってきたものを本装
置の後方へ送り出す。なお、11はカッタヘッド1の前
面に現れた鉄筋コンクリート杭や鋼杭などの障害物を示
す。
Embodiments of the present invention will be described below with reference to the drawings. 1 is a vertical sectional view showing an embodiment of the present invention, and FIG. 2 is a front view of FIG. The cutter head 1 has a thick disk shape and its front and rear surfaces are composed of a cutter front plate 2 and a cutter rear plate 3. The cutter head 1 is provided with an opening 4, a spoke 5 is provided in the opening 4 in the radial direction of the cutter head 1, and a large number of earth and sand cutting bits 6 are attached to the spoke 5. The earth and sand cutting bit 6 is the cutter head 1
2 are provided so as to face each other on the concentric circles, and one of them is cut in accordance with the forward or reverse rotation of the cutter head 1. The earth and sand cutting bit 6 is arranged so that the front surface of the cutter head 1 can be substantially cut when the cutter head 1 is rotated once. The partition wall 7 supports the external pressure together with the cylindrical shell 8 and keeps the inside of the shield machine at atmospheric pressure. A cutter drive motor 9 is provided on the partition wall 7, and the cutter head 1
To rotate. The rotation direction is either forward or reverse. The screw conveyor 10 is a bit 6 for earth and sand cutting
Soil, concrete, rebar pieces, etc., which are cut by the roller cutter 12 or the roller cutter 12, enter the partition 7 side through the opening 4, and are sent to the rear of the apparatus. Reference numeral 11 denotes an obstacle such as a reinforced concrete pile or a steel pile that appears on the front surface of the cutter head 1.

【0013】ローラカッタ12はカッタヘッド1の互い
に120°離れた半径上に設けられている。各半径上の
位置は、カッタヘッド1が1回転したとき、各ローラカ
ッタ12の切削範囲がカッタヘッド1のほぼ全面を覆う
ように定めている。この場合、カッタヘッド1の中心と
その近傍は覆えないが、その範囲は小さいので、障害物
の切断には支障とならない。ローラカッタ12はその刃
の向きがカッタヘッド1の半径と直交する方向に配置さ
れている。
The roller cutters 12 are provided on radii of the cutter head 1 which are separated from each other by 120 °. The position on each radius is set so that the cutting range of each roller cutter 12 covers almost the entire surface of the cutter head 1 when the cutter head 1 makes one revolution. In this case, the center of the cutter head 1 and its vicinity cannot be covered, but its range is small, so cutting of an obstacle will not be hindered. The roller cutter 12 is arranged such that its blade direction is orthogonal to the radius of the cutter head 1.

【0014】図3、図4はローラカッタの構造を示し、
図3は平面図、図4は図3のX−X矢視図である。ロー
ラカッタ12のローラ刃13は円板状の3枚の刃を一定
の間隔を設けて重ね合わせている。ローラ刃13の形状
は図5に示すように円の周囲にのこぎり刃を設けた形状
としている。障害物の切削はのこぎり刃により少しずつ
かき取るようにし、鉄筋等のからみ付きを防止する。の
こぎり刃の形状は(A),(B)に示すように2通りあ
り、この刃の形状により回転方向がきまる。重ね合わせ
る3枚の刃はみな同じ方向に回る形状とする。全てのロ
ーラカッタ12のローラ刃13を(A)か(B)かのい
ずれか一方にしてもよいが、半分ずつとし、カッタヘッ
ド1上の配置をそれぞれが均等となるよう分散してもよ
い。
3 and 4 show the structure of the roller cutter,
FIG. 3 is a plan view, and FIG. 4 is a view on arrow XX in FIG. The roller blade 13 of the roller cutter 12 is formed by stacking three disk-shaped blades at regular intervals. The roller blade 13 has a shape in which a saw blade is provided around the circle as shown in FIG. When cutting obstacles, use a saw blade to scrape off little by little to prevent entanglement of reinforcing bars. The saw blade has two shapes as shown in (A) and (B), and the rotation direction is determined by the shape of the blade. All three overlapping blades are shaped to rotate in the same direction. The roller blades 13 of all the roller cutters 12 may be either (A) or (B), but may be divided into halves and the positions on the cutter head 1 may be evenly distributed. .

【0015】各ローラ刃13は油圧モータ14によって
回転される。この各ローラ刃13と油圧モータ14は油
圧シリンダ15によって昇降される。油圧シリンダ15
はカッタ後面板3に固定されており、ローラカッタ12
の使用時には図4の実線で示すローラ刃13の位置まで
ローラ刃13と油圧モータ14を上昇させ、不使用時に
は破線で示すように、ローラ刃13の先端がカッタ前面
板2と面位置となるように降下させる。
Each roller blade 13 is rotated by a hydraulic motor 14. The roller blades 13 and the hydraulic motor 14 are moved up and down by a hydraulic cylinder 15. Hydraulic cylinder 15
Is fixed to the rear plate 3 of the cutter, and the roller cutter 12
When not in use, the roller blade 13 and the hydraulic motor 14 are raised to the position of the roller blade 13 shown by the solid line in FIG. 4, and when not in use, the tip of the roller blade 13 becomes the surface position with the cutter front plate 2 as shown by the broken line. To descend.

【0016】図6はローラカッタ12の移動を説明する
図である。(A)は通常掘削時を示し、(B)は障害物
切削時の状態を示す。通常掘削時は、土砂切削ビット6
で切削を行うため、ローラカッタ12の刃先はカッタ前
面板2と面位置としている。これによりローラカッタ1
2のローラ刃13の摩耗を少なくすることができる。鉄
筋コンクリート杭などの障害物11に突き当たった場合
は(B)に示すように土砂切削ビット6よりも先にロー
ラカッタ12の刃先を移動して障害物11の切削を行
う。この場合、土砂切削ビット6は障害物11に当たら
ない。
FIG. 6 is a diagram for explaining the movement of the roller cutter 12. (A) shows a state at the time of normal excavation, and (B) shows a state at the time of cutting an obstacle. When excavating normally, the earth and sand cutting bit 6
Since the cutting is performed by, the blade edge of the roller cutter 12 is in the surface position with the cutter front plate 2. This allows the roller cutter 1
The wear of the second roller blade 13 can be reduced. When it hits an obstacle 11 such as a reinforced concrete pile, as shown in (B), the blade edge of the roller cutter 12 is moved before the earth and sand cutting bit 6 to cut the obstacle 11. In this case, the earth and sand cutting bit 6 does not hit the obstacle 11.

【0017】次に動作について説明する。通常の土砂掘
進中に障害物11に当たったときはシールド掘進機の進
行を停止し、カッタヘッド1の回転を止める。次にロー
ラカッタ12の油圧シリンダ15を操作してローラ刃1
3を土砂切削ビット6のよりも先の図6(B)に示す位
置まで突き出す。次にカッタヘッド1の回転と共にロー
ラカッタ12のローラ刃13も油圧モータ14により回
転させながらシールド掘進機を前進させ、障害物11を
切断してゆく。なおローラ刃13ののこぎり刃の向きが
全て一定方向のときは、カッタヘッド1の回転方向はの
こぎり刃の向きに合った方向とするが、図5の(A)と
(B)が混ざったローラカッタ12の場合は、回転方向
を交互に変えてゆく。ローラカッタ12に切削された鉄
筋、鉄くず、コンクリートくずは開口4を通り、スクリ
ューコンベヤ10により外部へ排出される。障害物11
の切削が終了したらローラカッタ12を図6(A)の状
態に収納し、土砂切削ビット6により土砂の切削を続行
する。
Next, the operation will be described. When the obstacle 11 is hit during the normal earth and sand excavation, the shield machine is stopped and the cutter head 1 is stopped. Next, the hydraulic cylinder 15 of the roller cutter 12 is operated to operate the roller blade 1.
3 is projected to a position before the earth and sand cutting bit 6 shown in FIG. 6 (B). Next, as the cutter head 1 rotates, the roller blade 13 of the roller cutter 12 is also rotated by the hydraulic motor 14 to advance the shield machine and cut the obstacle 11. When the directions of all the saw blades of the roller blades 13 are constant, the rotation direction of the cutter head 1 is the direction that matches the direction of the saw blades, but the rollers shown in FIGS. 5A and 5B are mixed. In the case of the cutter 12, the rotation direction is alternately changed. The rebar, iron scrap, and concrete scrap cut by the roller cutter 12 pass through the opening 4 and are discharged to the outside by the screw conveyor 10. Obstacle 11
When the cutting is completed, the roller cutter 12 is stored in the state shown in FIG. 6 (A), and the earth and sand cutting is continued by the earth and sand cutting bit 6.

【0018】次に本発明の別の利用方法を説明する。シ
ールド掘進機は立抗を掘って所定の深さまで下ろし、横
方向に進んでゆく。また到着位置にも立抗を設け、そこ
から地上に引き上げる。立抗の周囲壁は土圧に耐えるた
め鉄筋コンクリート等で作られており、発進時、掘進方
向の壁を人力で破壊するためにその壁の裏面の土砂を薬
液注入工法などで固めた後、破壊作業を行う。到着時も
同様にして破壊する壁の裏の土砂を固めた後、コンクリ
ート壁を人力で破壊している。しかし、本発明のローラ
カッタ12を用いれば、このような立抗の壁を直接切削
できるので、壁破壊に要する作業時間や費用を大幅に削
減することができる。
Next, another method of using the present invention will be described. The shield machine excavates a vertical shaft, lowers it to a predetermined depth, and advances laterally. In addition, a pit will be set up at the arrival position and pulled up from there. The surrounding wall of the pit is made of reinforced concrete, etc. to withstand earth pressure, and at the time of starting, in order to destroy the wall in the direction of excavation manually, the soil on the back side of the wall is hardened by a chemical solution injection method etc. and then destroyed. Do the work. When arriving, the concrete wall is destroyed manually after the soil behind the wall to be destroyed is solidified. However, by using the roller cutter 12 of the present invention, such a standing wall can be directly cut, so that the working time and cost required for wall destruction can be significantly reduced.

【0019】実施例ではローラカッタ12のローラ刃1
3は3枚重ねの場合を示したが、2枚とか4枚とか適宜
変更してもよい。またローラ刃13の形状はのこぎり刃
としたが円形や対称型ののこぎり刃とし、カッタヘッド
1の回転方向を制限しない方法でもよい。
In the embodiment, the roller blade 1 of the roller cutter 12
Although 3 shows the case of stacking three sheets, two sheets or four sheets may be appropriately changed. Further, although the roller blade 13 is a saw blade in the shape, it may be a circular or symmetrical saw blade, and the rotation direction of the cutter head 1 is not limited.

【0020】[0020]

【発明の効果】以上の説明から明らかなように、本発明
はカッタヘッドにローラカッタを設け、このローラカッ
タに回転装置とカッタヘッドの垂直方向に進退させる装
置を設けることにより、障害物の撤去を掘進機のみで確
実に行い、かつローラカッタの寿命を長くすることがで
きる。これにより工期の短縮、作業の安全も図れる。ま
た立抗における発進時の壁、到着時の壁を切削できるの
で、この作業時間や工費を減少させることができる。
As is apparent from the above description, according to the present invention, the cutter head is provided with the roller cutter, and the roller cutter is provided with the rotating device and the device for advancing and retracting the cutter head in the vertical direction to remove the obstacle. Can be reliably performed only by the excavator, and the life of the roller cutter can be extended. As a result, the work period can be shortened and work safety can be improved. Further, since the wall at the time of starting and the wall at the time of arrival at the pit can be cut, this working time and construction cost can be reduced.

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

【図1】実施例のシールド掘進機の縦断面図である。FIG. 1 is a vertical sectional view of a shield machine according to an embodiment.

【図2】実施例のシールド掘進機の正面図である。FIG. 2 is a front view of the shield machine of the embodiment.

【図3】ローラカッタの平面図である。FIG. 3 is a plan view of a roller cutter.

【図4】図3のX−X矢視図である。FIG. 4 is a view on arrow XX in FIG.

【図5】ローラカッタの刃の形状を示す図である。FIG. 5 is a diagram showing a shape of a blade of a roller cutter.

【図6】ローラカッタの進退動作を説明する図である。FIG. 6 is a diagram illustrating an advancing / retreating operation of a roller cutter.

【符号の説明】[Explanation of symbols]

1 カッタヘッド 2 カッタ前面板 3 カッタ後面板 4 開口 5 スポーク 6 土砂切削ビット 11 障害物 12 ローラカッタ 13 ローラ刃 14 油圧モータ(回転装置) 15 油圧シリンダ(進退装置) 1 Cutter Head 2 Cutter Front Plate 3 Cutter Rear Plate 4 Opening 5 Spoke 6 Sediment Cutting Bit 11 Obstacle 12 Roller Cutter 13 Roller Blade 14 Hydraulic Motor (Rotating Device) 15 Hydraulic Cylinder (Advancing / Retracting Device)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 土砂掘削用ビットを備えたカッタヘッド
に設けられ、カッタヘッドの半径方向と交差する方向に
ローラ刃の向きを配置し、ローラ刃の回転装置を有する
ローラカッタと、該ローラカッタをカッタヘッドの垂直
方向に進退させる進退装置とを備えたことを特徴とする
シールド掘進機の障害物切削装置。
1. A roller cutter provided on a cutter head equipped with a sand excavating bit, having a roller blade oriented in a direction intersecting a radial direction of the cutter head, and having a roller blade rotating device, and the roller cutter. And an advancing / retreating device for advancing / retreating in the vertical direction of the cutter head.
【請求項2】 前記ローラカッタは、前記カッタヘッド
の半径方向に複数個設けられ、カッタヘッドを1回転し
た場合、カッタヘッド前面のほぼ全域が切削されるよう
に配置されていることを特徴とする請求項1記載のシー
ルド掘進機の障害物切削装置。
2. A plurality of the roller cutters are provided in a radial direction of the cutter head, and when the cutter head is rotated once, almost the entire front surface of the cutter head is cut. The obstacle cutting device for a shield machine according to claim 1.
【請求項3】 前記ローラカッタは、円の外周にのこぎ
り刃を設けた形状の刃を有していることを特徴とする請
求項1または2記載のシールド掘進機の障害物切削装
置。
3. The obstacle cutting device for a shield machine according to claim 1, wherein the roller cutter has a blade having a shape in which a saw blade is provided on the outer circumference of a circle.
JP12643395A 1995-05-25 1995-05-25 Obstacle cutting device of shield machine Expired - Fee Related JP3552070B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12643395A JP3552070B2 (en) 1995-05-25 1995-05-25 Obstacle cutting device of shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12643395A JP3552070B2 (en) 1995-05-25 1995-05-25 Obstacle cutting device of shield machine

Publications (2)

Publication Number Publication Date
JPH08319796A true JPH08319796A (en) 1996-12-03
JP3552070B2 JP3552070B2 (en) 2004-08-11

Family

ID=14935081

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12643395A Expired - Fee Related JP3552070B2 (en) 1995-05-25 1995-05-25 Obstacle cutting device of shield machine

Country Status (1)

Country Link
JP (1) JP3552070B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013047444A (en) * 2011-07-25 2013-03-07 Intec Inc Shield machine and pipeline construction method using the same
CN109356600A (en) * 2018-11-18 2019-02-19 中国电建集团铁路建设有限公司 A kind of shield multi-layer diamond composite sheet bite
CN109812275A (en) * 2019-04-04 2019-05-28 中铁工程装备集团有限公司 A kind of cutter head structure of rotating knife beam

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013047444A (en) * 2011-07-25 2013-03-07 Intec Inc Shield machine and pipeline construction method using the same
CN109356600A (en) * 2018-11-18 2019-02-19 中国电建集团铁路建设有限公司 A kind of shield multi-layer diamond composite sheet bite
CN109356600B (en) * 2018-11-18 2024-04-23 中电建铁路建设投资集团有限公司 Multi-layer diamond composite sheet cutting knife for shield
CN109812275A (en) * 2019-04-04 2019-05-28 中铁工程装备集团有限公司 A kind of cutter head structure of rotating knife beam

Also Published As

Publication number Publication date
JP3552070B2 (en) 2004-08-11

Similar Documents

Publication Publication Date Title
JPH08319796A (en) Obstruction cutting device for shield machine
JP3272959B2 (en) Shield excavator cutter head
JP3551546B2 (en) Obstacle cutting device of shield machine
JP4081871B2 (en) High strength wall cutting shield machine
JPH08120671A (en) Remover of underground pile
JP3558098B2 (en) Obstacle cutting device and method for shield machine
JP3575875B2 (en) Cutter head for concrete structure drilling
JP3963566B2 (en) Cutter head and obstacle cutting method
JP2704940B2 (en) Tip pipe device for cutting
JPH08319797A (en) Obstruction cutting device for shield machine
JP4391386B2 (en) Obstacle removal method
JPH08189294A (en) Shield excavating machine
JP2695676B2 (en) Obstacle cutting equipment of shield excavator
JPH0429839B2 (en)
JP3797793B2 (en) Shield machine and shield method
JP7249701B1 (en) roller cutting bit
JP4376433B2 (en) Tunnel excavator
JP2578184B2 (en) Ring drilling rig
JPH05133190A (en) Cutter plate for shield excavator
WO1990009509A1 (en) Deformed shield driving method and excavator therefor
JP3776815B2 (en) Shield machine
JPH08120670A (en) Removing method for underground pile
JP3400544B2 (en) Shield machine
JP2001003686A (en) Shield machine and shield boring method
JPH1025990A (en) Tunnel excavator and excavating method

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040216

A131 Notification of reasons for refusal

Effective date: 20040219

Free format text: JAPANESE INTERMEDIATE CODE: A131

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040311

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Effective date: 20040408

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040421

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080514

Year of fee payment: 4

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080514

Year of fee payment: 4

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 4

Free format text: PAYMENT UNTIL: 20080514

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090514

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090514

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100514

Year of fee payment: 6

LAPS Cancellation because of no payment of annual fees