JPH07197767A - Drilling angle setting method for drilling machine and drilling device - Google Patents

Drilling angle setting method for drilling machine and drilling device

Info

Publication number
JPH07197767A
JPH07197767A JP35297493A JP35297493A JPH07197767A JP H07197767 A JPH07197767 A JP H07197767A JP 35297493 A JP35297493 A JP 35297493A JP 35297493 A JP35297493 A JP 35297493A JP H07197767 A JPH07197767 A JP H07197767A
Authority
JP
Japan
Prior art keywords
laser beam
tunnel
drilling
machine
target
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
JP35297493A
Other languages
Japanese (ja)
Other versions
JP2935403B2 (en
Inventor
Katsuji Otsuka
勝司 大塚
Takayoshi Nakayama
隆義 中山
Hiroaki Muranaka
浩昭 村中
Jiro Okamura
次郎 岡村
Takamitsu Makita
孝光 牧田
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.)
Okumura Corp
Original Assignee
Okumura 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 Okumura Corp filed Critical Okumura Corp
Priority to JP35297493A priority Critical patent/JP2935403B2/en
Publication of JPH07197767A publication Critical patent/JPH07197767A/en
Application granted granted Critical
Publication of JP2935403B2 publication Critical patent/JP2935403B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Earth Drilling (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

PURPOSE:To easily and accurately set an insertion angle for a drilling machine rod body having a bit mounted on the forward end thereof, so as to suit a planned tunnel excavation direction along the external surface of a tunnel facing plane. CONSTITUTION:A laser beam oscillator 3 is laid behind a tunnel 2, and a laser beam 11 is emitted from the oscillator 3 toward the external surface of a facing plane 1. After the forward end bit 8a of the rod body 8 of a drilling machine 4 is aligned with the emission point of the oscillator 3, the rear end of a drilling machine 4 is turned and moved to the laser beam 11 with the point used as a support point. Then, a target 9 erected on the rear end of the machine 4 receives the laser beam 11 and the slewing motion of the machine 4 is adjusted, so as to keep the beam receiving point of the target 9 at the preset position, thereby setting the prescribed insertion angle.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はトンネルの掘削に際し
て、トンネル切羽に計画トンネルの外周に沿って所定の
さし角度で一定深さの孔又はスロットを穿設するための
穿孔機の穿孔角度設定方法と穿孔装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention sets a drilling angle of a drilling machine for drilling a tunnel face to form a hole or a slot having a predetermined depth at a predetermined cutting angle along the outer circumference of a planned tunnel. It relates to a method and a punching device.

【0002】[0002]

【従来の技術】トンネルを発破工法によって掘削する場
合、まず、先端にビットを有する複数のロッド体を備え
た穿孔機のよってトンネル切羽に計画トンネルの外周に
沿って適宜間隔毎に所定深さのスロットを穿設し、この
スロットで囲まれた切羽面に同じく多数の発破孔を穿設
したのち、該発破孔内に装薬して爆破することにより所
定長さのトンネル部を掘削することが行われている。
2. Description of the Related Art When excavating a tunnel by a blasting method, first, a drilling machine equipped with a plurality of rods having bits at its tip is used to cut a tunnel face with a predetermined depth along an outer circumference of a planned tunnel. It is possible to excavate a tunnel part of a predetermined length by forming a slot, forming a large number of blast holes in the face face surrounded by the slot, and then charging and blasting the blast hole. Has been done.

【0003】上記のように穿設されるスロット又は孔に
おいて、計画トンネルの外周に沿ってスロット又は孔を
穿設する場合、穿孔機のロッド体を先端に向かうに従っ
て斜め外方に傾斜させた状態、即ち、所定のさし角度
(穿孔角度)となるようにセットされる。このさし角度
が小さいと次の穿孔時に穿孔機が先に掘削されたトンネ
ル部の岩盤に当接して計画トンネルの外周に沿った穿孔
が困難となり、さし角度が大きいと、掘削後に施工され
る覆工コンリクートが必要以上に肉厚となって不経済と
なる。
In the slot or hole drilled as described above, when the slot or hole is drilled along the outer circumference of the planned tunnel, the rod body of the drilling machine is inclined obliquely outward as it goes toward the tip. That is, it is set so as to have a predetermined insertion angle (perforation angle). If this cutting angle is small, the drilling machine will come into contact with the rock mass of the previously excavated tunnel during the next drilling, making it difficult to drill along the outer circumference of the planned tunnel.If the cutting angle is large, the drilling will be performed after the drilling. The lining contract will be thicker than necessary, which is uneconomical.

【0004】そのため、従来から図7に示すように、先
ず、穿孔機のロッド先端ビットを別途トンネル外周を記
した点に当接し、先に掘削されたトンネル部の壁面に沿
って固定されたトンネル断面形状の枠状定規Aの内面に
穿孔機Bの後端に突設した当部材Cを当接させてロッド
体のさし角度を設定している。
Therefore, as shown in FIG. 7, conventionally, a rod tip bit of a boring machine is first brought into contact with a point marked on the outer circumference of the tunnel, and is fixed along the wall surface of the previously excavated tunnel portion. The member C protruding from the rear end of the punching machine B is brought into contact with the inner surface of the frame-shaped ruler A having a cross-sectional shape to set the insertion angle of the rod body.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記枠
状定規は鋼管製であり、重量が大きくて取り扱い難く、
トンネルが大断面になればなる程、トンネル壁面に対す
る取付作業が極めて困難となり、作業能率が低下すると
いう問題点があった。本発明はこのような問題点を解消
すると共に曲線トンネル部であっても穿孔機のロッド体
のさし角度を精度よく設定し得る穿孔機の穿孔角度設定
方法および穿孔装置の提供を目的とするものである。
However, since the frame-shaped ruler is made of steel pipe, it is heavy and difficult to handle.
The larger the cross section of the tunnel, the more difficult it becomes to attach it to the wall surface of the tunnel, and the work efficiency decreases. SUMMARY OF THE INVENTION It is an object of the present invention to solve the above problems and to provide a drilling angle setting method and a drilling device for a drilling machine that can accurately set the rod insertion angle of the drilling machine even in a curved tunnel portion. It is a thing.

【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
に、本発明の請求項1に記載した穿孔機の穿孔角度設定
方法は、トンネル後方に設置したレーザ光線発振器から
トンネル切羽の計画トンネルの外周に向かってトンネル
に平行なレーザ光線を照射し、その照射点に、後端にタ
ーゲットを突設している穿孔機のロッド体の先端ビット
を当接させたのち、この照射点を支点として穿孔機の後
端をレーザ光線側に移動させてターゲットに受光させ、
その受光点と上記先端ビットの当接点とから穿孔機を所
定のさし角度となるように設定すること特徴とするもの
である。
In order to achieve the above object, a method for setting a drilling angle of a drilling machine according to claim 1 of the present invention is such that a laser beam oscillator installed at the rear of a tunnel is used for a planned tunnel of a tunnel face. A laser beam parallel to the tunnel is radiated toward the outer circumference, and the tip point of the rod body of the perforator having a target projecting at the rear end is brought into contact with the irradiation point, and this irradiation point is used as the fulcrum. Move the rear end of the punch to the laser beam side and let the target receive it,
It is characterized in that the punching machine is set to have a predetermined insertion angle from the light receiving point and the contact point of the tip bit.

【0007】また、請求項2に記載した穿孔機の穿孔角
度設定方法は、トンネル後方の任意の位置に設置したレ
ーザ光線発振器からトンネル切羽の計画トンネルの外周
に向かってレーザ光線を照射し、その照射点に、後端に
ターゲットを突設している穿孔機のロッド体の先端ビッ
トを当接させたのち、該先端ビットからターゲットの距
離だけ後方における穿孔方向の後方延長線上の仮想トン
ネル断面の外周にレーザ光線を照射してこのレーザ光線
にターゲットを合わせることにより穿孔機を所定のさし
角度に設定することを特徴とするものである。なお、上
記方法においては請求項3に記載しているように、レー
ザ光線の照射位置をビットとガイド台先端の距離だけト
ンネル外周より内側に照射し、その照射点にガイド台先
端を当接するようにしている。
In the method for setting a drilling angle of a drilling machine according to a second aspect of the invention, a laser beam is emitted from a laser beam oscillator installed at an arbitrary position behind the tunnel toward the outer circumference of the planned tunnel of the tunnel face, and At the irradiation point, after abutting the tip bit of the rod body of the perforator having the target projecting at the rear end, the virtual tunnel cross section on the rear extension line in the perforation direction in the rear at the target distance from the tip bit. It is characterized in that the perforator is set to a predetermined insertion angle by irradiating the outer circumference with a laser beam and matching the target with this laser beam. In the above method, as described in claim 3, the irradiation position of the laser beam is irradiated to the inside of the outer circumference of the tunnel by the distance between the bit and the tip of the guide base, and the tip of the guide base is brought into contact with the irradiation point. I have to.

【0008】上記方法の実施に使用する穿孔装置として
は、請求項4に記載しているように台車に旋回ブームを
介して配設した穿孔機の移動ガイドの後端部に、上方に
向かってレーザ光線を受光するターゲットを突設した構
造を有する。
As a punching device used for carrying out the above method, as described in claim 4, a rear end portion of a moving guide of a punching machine which is arranged on a carriage through a swing boom is directed upward. It has a structure in which a target for receiving a laser beam is provided in a protruding manner.

【0009】[0009]

【作用】請求項1に記載の方法によれば、トンネル後方
からレーザ光線を計画トンネルの外周に向かって照射す
るので、穿孔機のロッド体先端ビットをその照射点に当
てがうだけで、計画トンネルの所定位置に簡単且つ正確
にセットし得る。この状態から穿孔機のビットを支点と
して穿孔機の後端をレーザ光線側に移動させ、その後端
に突設しているターゲットにレーザ光線を受光させる
と、穿孔機の先端からターゲットの取付部までの長さと
穿孔機の先端からターゲットの受光面間の距離とが一定
であるために、ターゲット取付部から受光点までの距離
を測定することによって穿孔機のさし角度を容易に検知
することができ、精度のよいさし角度の設定が可能とな
る。
According to the method described in claim 1, since the laser beam is irradiated from the rear of the tunnel toward the outer periphery of the planned tunnel, the rod tip bit of the drilling machine is simply applied to the irradiation point to perform the planning. It can be easily and accurately set in place in the tunnel. From this state, move the rear end of the perforator to the laser beam side with the bit of the perforator as a fulcrum, and let the target projecting at the rear end receive the laser beam, from the tip of the perforator to the mounting part of the target. Since the length of the punch and the distance from the tip of the punch to the light receiving surface of the target are constant, it is possible to easily detect the insert angle of the punch by measuring the distance from the target mounting part to the light receiving point. It is possible to set the measuring angle with high accuracy.

【0010】また、請求項2に記載の方法によれば、ト
ンネル後方の任意の位置からレーザ光線を計画トンネル
の外周に向かって照射するので、レーザ光線発振器の設
置作業を容易にして上記方法と同様に穿孔機のロッド体
先端ビットをその照射点に当てがうことができ、しかる
のち、レーザ光線を穿孔機の先端ビットからターゲット
の距離だけ後方における穿孔方向の後方延長線上に照射
するので、先端ビットを支点として穿孔機の後端を移動
させ、ターゲットをこの照射線に交差させることによ
り、穿孔機の穿孔傾斜角度、即ち、さし角度と穿孔方向
とを精度よく簡単に設定し得るものである。そしてこの
方法によれば、曲線トンネルを掘削する場合にも、その
方向に穿孔機を向け、且つさし角度を正確に設定し得
る。
Further, according to the method of claim 2, since the laser beam is irradiated from the arbitrary position behind the tunnel toward the outer periphery of the planned tunnel, the installation work of the laser beam oscillator is facilitated and the above method is used. Similarly, the rod tip bit of the punch can be applied to the irradiation point, and then the laser beam is radiated on the backward extension line of the drilling direction in the rear by the target distance from the tip bit of the punch. By moving the rear end of the perforator with the tip bit as a fulcrum and intersecting the target with this irradiation line, it is possible to easily and accurately set the perforation inclination angle of the perforation machine, that is, the insertion angle and the perforation direction. Is. Further, according to this method, even when excavating a curved tunnel, the drilling machine can be directed in that direction and the pointing angle can be accurately set.

【0011】[0011]

【実施例】次に、本発明の実施例を図面について説明す
ると、図1、図2はトンネル切羽1から後方の既に掘削
されたトンネル2の適所にレーザ光線発振器3を設置
し、このレーザ光線発振器3からレーザ光線11をトンネ
ルに平行して且つ計画トンネルの外周に向かって切羽1
に照射することにより、穿孔装置の穿孔機4を所定の穿
孔角度に設定する方法を説明するための図面である。レ
ーザ光線発振器3は、トンネル2の断面形状に沿う馬蹄
形状のガイドレール5にその照射口をトンネル長さ方向
に向けて摺動移動自在に取付けられてあり、ガイドレー
ル5はトンネル2の適所における周壁面に固定されてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, referring to the drawings, an embodiment of the present invention will be described. As shown in FIGS. 1 and 2, a laser beam oscillator 3 is installed at an appropriate place in a tunnel 2 already excavated behind a tunnel face 1. Face the laser beam 11 from the oscillator 3 parallel to the tunnel and toward the outer circumference of the planned tunnel.
It is drawing for demonstrating the method of setting the punching machine 4 of a punching apparatus to a predetermined drilling angle by irradiating to. The laser beam oscillator 3 is attached to a horseshoe-shaped guide rail 5 along the cross-sectional shape of the tunnel 2 so that the irradiation port of the laser beam oscillator 3 can be slidably moved in the tunnel length direction. It is fixed to the peripheral wall.

【0012】一方、穿孔装置は図3に示すように、キャ
タピラによって走行する台車6の前端面にブーム6aの後
端部を上下左右旋回動自在に枢着すると共にこのブーム
6aの前端に前後方向に長いガイド台7の下面中央部を上
下左右方向に回動自在に枢着し、このガイド台7上に上
記穿孔機4の架台4aを油圧ジャッキによって前後摺動自
在に配設してなるものである。穿孔機4はドリフター4b
によって回転並びに打撃されるロッド体8の基端部を該
架台4aの前端上面に回転自在に支持して該ロッド体8を
ガイド台7の長さ方向に向けて前方に水平に突設すると
共にこのロッド体8の前端にビット8aを着脱自在に装着
してなるものであり、ガイド台7の後端上面にはターゲ
ット9を該ガイド台7に対して垂直方向に突設してあ
る。なお、10はガイド台7の前端下面側に配設したガイ
ド台定着具である。
On the other hand, as shown in FIG. 3, the punching device has a rear end portion of a boom 6a pivotally attached to a front end surface of a carriage 6 which is driven by a caterpillar so as to be vertically and horizontally pivotable.
A central portion of the lower surface of a guide base 7 which is long in the front-rear direction is pivotally attached to the front end of 6a so as to be vertically and horizontally rotatable, and a base 4a of the perforator 4 is slidable back and forth on the guide base 7 by a hydraulic jack. It is arranged. The punching machine 4 is a drifter 4b
The rod body 8 is rotatably and impacted by the base end portion of the pedestal 4a so as to be rotatably supported on the upper surface of the front end of the pedestal 4a, and the rod body 8 is horizontally projected forward in the longitudinal direction of the guide base 7. A bit 8a is detachably attached to the front end of the rod body 8, and a target 9 is provided on the upper surface of the rear end of the guide base 7 so as to project in a direction perpendicular to the guide base 7. The reference numeral 10 designates a guide base fixing device arranged on the lower surface side of the front end of the guide base 7.

【0013】このように構成した穿孔装置を切羽1の近
傍部にまで移動させ、該穿孔機4のロッド体8をガイド
台7の後端まで架台4aと一体的に後退させた状態で、後
方のレーザ光線発振器3から切羽1の外周部の穿孔部位
に照射されるレーザ光線11の照射点aにロッド体8の先
端ビット8aを当接させる。この穿孔機4の移動は、台車
6のブーム6a及びガイド台7を油圧ジャッキによって上
下左右方向に旋回、回動させることによって行われる
が、ロッド体8の先端ビット8aを切羽1の外周部のレー
ザ光線照射点aに当てがってもガイド台7と平行なロッ
ド体8の前進方向が計画トンネルを掘削するための穿孔
方向に対しては不定である。
The piercing device thus constructed is moved to the vicinity of the face 1, and the rod body 8 of the piercing machine 4 is retracted to the rear end of the guide base 7 integrally with the gantry 4a. The tip bit 8a of the rod body 8 is brought into contact with the irradiation point a of the laser beam 11 which is irradiated from the laser beam oscillator 3 to the perforated portion on the outer peripheral portion of the face 1. The movement of the punching machine 4 is carried out by turning and rotating the boom 6a of the carriage 6 and the guide base 7 in the vertical and horizontal directions by a hydraulic jack, but the tip bit 8a of the rod body 8 is moved to the outer peripheral portion of the face 1. Even when the laser beam irradiation point a is applied, the advancing direction of the rod body 8 parallel to the guide base 7 is indefinite with respect to the drilling direction for excavating the planned tunnel.

【0014】従って、次にその穿孔方向と穿孔角度、即
ち、さし角度θを上記レーザ光線11に穿孔機4の後端タ
ーゲット9を位置させることによって設定するものであ
る。即ち、先端ビット8aをレーザ光線11の照射点aに当
接させた状態でその照射点aを支点としてガイド台7の
後端を移動させ、ターゲット9にレーザ光線11を受光さ
せる。
Therefore, the perforation direction and perforation angle, that is, the insertion angle .theta., Are set by positioning the rear end target 9 of the perforator 4 in the laser beam 11. That is, with the tip bit 8a in contact with the irradiation point a of the laser beam 11, the rear end of the guide base 7 is moved around the irradiation point a as a fulcrum, and the target 9 receives the laser beam 11.

【0015】この受光状態において、図4に示すよう
に、ビット8aの先端からターゲット9までの距離は一定
であってその寸法をLとし、ターゲット9が受光した点
bまでのターゲット9の垂直高さをHとすると、H=L
tan θとなる。一方、トンネル2の壁面において、所定
のさし角度θでもって既に掘削されたトンネル長さ方向
の壁面部2aに対するトンネル径方向の壁面部2bの段差h
(図1に示す)とすると、このhの寸法に上記高さHの
数値が等しくなる点にターゲット9の受光点をもってく
れば、所定のさし角度θが得られるものである。
In this light receiving state, as shown in FIG. 4, the distance from the tip of the bit 8a to the target 9 is constant and its dimension is L, and the vertical height of the target 9 up to the point b at which the target 9 receives light. Let H be H = L
tan θ. On the other hand, on the wall surface of the tunnel 2, the step h of the wall surface portion 2b in the tunnel radial direction with respect to the wall surface portion 2a in the tunnel length direction that has already been excavated at the predetermined insertion angle θ.
As shown in FIG. 1, if a light receiving point of the target 9 is provided at a point where the value of the height H is equal to the dimension of h, a predetermined measuring angle θ can be obtained.

【0016】このターゲット9の受光点を穿孔装置の操
縦者がターゲット9と電気的に接続した表示面を見なが
ら穿孔機4のガイド台7の方向及び位置を操作すること
により、或いはターゲット9と電気的に接続した制御装
置によって所定のさし角度となるように穿孔機4のガイ
ド台7の方向及び位置を自動制御させ、そのさし角度で
もって穿孔機4のロッド体8を回転並びに打撃しながら
架台4aを前進させてビット8aにより所定深さまでスロッ
ト又は孔12を穿設する。
The operator of the punching device operates the direction and position of the guide base 7 of the punching machine 4 while watching the display surface electrically connected to the target 9 at the light receiving point of the target 9, or The direction and position of the guide base 7 of the punching machine 4 are automatically controlled by a control device electrically connected so that the drilling machine 4 has a predetermined cutting angle, and the rod body 8 of the punching machine 4 is rotated and hit by the cutting angle. On the other hand, the gantry 4a is moved forward to form the slot or hole 12 by the bit 8a to a predetermined depth.

【0017】スロット又は孔12の穿設後、穿孔機4を後
退させると共にレーザ光線発振器3をガイド枠5にそっ
て一定距離だけ移動させ、その位置で再びトンネル2の
長さ方向に平行なレーザ光線11を切羽1に照射し、その
照射点に上記同様にしてさし角度θを設定してスロット
又は孔を穿設し、この作業を計画トンネルの外周に沿っ
て所定間隔毎に行うものである。
After drilling the slot or hole 12, the punching machine 4 is retracted, the laser beam oscillator 3 is moved along the guide frame 5 by a predetermined distance, and a laser parallel to the longitudinal direction of the tunnel 2 is again located at that position. The face 11 is irradiated with the light beam 11, the slot angle or the hole is set at the irradiation point in the same manner as described above, and the slots or holes are formed, and this work is performed at predetermined intervals along the outer circumference of the planned tunnel. is there.

【0018】以上の方法においては、レーザ光線11をト
ンネル2の長さ方向に平行に照射するものであるから、
直線トンネルの掘削に採用することができても、曲線ト
ンネルの掘削に採用することは困難であり、その上、ト
ンネル壁面に沿った正確なガイドレールを必要とする。
次に、このようなガイドレールを使用することなく計画
曲線トンネルの掘削に適用し得るスロット又は孔の穿孔
方法を図5、図6に基づいて説明する。
In the above method, the laser beam 11 is applied parallel to the length direction of the tunnel 2,
Even if it can be used for excavating a straight tunnel, it is difficult to adopt it for excavating a curved tunnel, and moreover, it requires an accurate guide rail along the tunnel wall surface.
Next, a slot or hole drilling method applicable to excavation of a planned curved tunnel without using such a guide rail will be described with reference to FIGS. 5 and 6.

【0019】レーザ光線発振器3は距離計13と一体にト
ータルステーション14上に設置されていると共にこれら
は予めトンネル2の計画線と計画断面形状の大きさや寸
法を記憶させている計算器を含むコンピュータシステム
からなる制御装置15に電気的に接続している。又、上記
トータルステーション14は適宜な移送支持手段によって
制御装置15と共に上下左右移動自在に支持され、且つト
ンネル方向に搬送可能となっており、レーザ光線発振器
3からは制御装置15によって指示されたトンネル切羽1
の位置にレーザ光線11をスポット状に或いは連続的に照
射するように構成されている。
The laser beam oscillator 3 is installed on the total station 14 together with the range finder 13, and these are computer systems including a calculator which stores the size and dimensions of the planned line and the planned cross-sectional shape of the tunnel 2 in advance. Is electrically connected to the control device 15 consisting of. The total station 14 is supported by an appropriate transfer supporting means together with the control device 15 so as to be vertically and horizontally movable and can be conveyed in the tunnel direction. The laser beam oscillator 3 instructs the tunnel face to be cut by the control device 15. 1
The laser beam 11 is radiated in a spot shape or continuously to the position.

【0020】まず、上記トータルステーション14をトン
ネル2内の任意な位置に据え付け、トータルステーショ
ン14の座標値を求めて制御装置15に入力すると共に距離
計13によってトータルステーション14から切羽1までの
距離を測定し、制御装置15に入力する。制御装置15には
予めトンネル2の計画線と断面形状が入力されているの
で、上記トンネル内における座標値(位置)と切羽1か
らの距離との数値に基づいて制御装置15は、レーザ光線
発振器3が切羽1の穿孔すべき外周を照射するためのレ
ーザ光線発振器3の仰、俯角、旋回角を計算する。
First, the total station 14 is installed at an arbitrary position in the tunnel 2, the coordinate value of the total station 14 is obtained and input to the control device 15, and the distance meter 13 measures the distance from the total station 14 to the face 1. Input to the control device 15. Since the planned line and the cross-sectional shape of the tunnel 2 are input to the control device 15 in advance, the control device 15 controls the laser beam oscillator based on the numerical values of the coordinate value (position) in the tunnel and the distance from the face 1. 3 calculates the elevation, depression angle, and turning angle of the laser beam oscillator 3 for irradiating the outer periphery of the face 1 to be perforated.

【0021】この計算値に基づいて制御装置15からの出
力によりレーザ光線発振器3の仰、俯角、旋回作動を同
時に連続的に行わせて設定方向に向かせ、レーザ光線11
を切羽1に照射してトンネル外周線を描かせる。そし
て、切羽1に照射されたレーザ光線11の線上の適所に上
記方法で用いた穿孔装置の穿孔機4を前進させてそのロ
ッド体8の先端ビット8aを当てがう。この際、穿孔機4
をガイド台7の後端まで架台4aと一体的に後退させた状
態にしておく。
Based on the calculated value, the laser beam oscillator 3 is caused to output the laser beam oscillator 3 so that the elevation, depression, and turning operations of the laser beam oscillator 3 are continuously performed at the same time to direct the laser beam 11 in the set direction.
The face 1 is irradiated with and the outer peripheral line of the tunnel is drawn. Then, the boring machine 4 of the boring device used in the above method is advanced to a proper position on the line of the laser beam 11 with which the face face 1 is irradiated, and the tip bit 8a of the rod body 8 is applied. At this time, the punching machine 4
Is retracted to the rear end of the guide base 7 integrally with the base 4a.

【0022】次に、穿孔機4のビット8aからターゲット
9までの距離Lと、所望のさし角度θによって穿孔機4
を所定の角度に据えつけたときの切羽1からターゲット
9までの距離L1とからトンネル2の外周壁面とターゲッ
ト9までの距離(段差)hを制御装置15によって計算し
たのち、この計算値から切羽1から距離L1だけ後方で且
つ計画断面より距離hだけトンネル内側における仮想ト
ンネル断面を照射するためのトータルステーション14
(レーザ光線発振器3)の仰、俯角と旋回角とを制御装
置15によって計算し、トータルステーション14に指令を
発してレーザ光線発振器3から上記仮想トンネル断面の
外周線1'を照射16させる。
Next, according to the distance L from the bit 8a of the punching machine 4 to the target 9 and the desired insertion angle θ, the punching machine 4 is
After calculating the distance (step) h between the outer wall surface of the tunnel 2 and the target 9 from the distance L1 from the face 1 to the target 9 when the is installed at a predetermined angle by the controller 15, the face face is calculated from this calculated value. A total station 14 for irradiating a virtual tunnel section inside the tunnel by a distance h behind the planned section and a distance h from the planned section.
The elevation, depression angle and turning angle of the (laser beam oscillator 3) are calculated by the control device 15, and a command is issued to the total station 14 so that the laser beam oscillator 3 irradiates 16 the outer peripheral line 1'of the virtual tunnel section.

【0023】次いで、穿孔機4の先端ビット8aを上記位
置に当接させたまゝ、その当接点を支点として穿孔機4
のガイド台7の後端を移動させ、ターゲット9の所定位
置に上記仮想トンネル断面を照射する上記レーザ光線の
照射線16を受光させれば、穿孔機4の穿孔方向、即ち、
先端にビット8aを装着したロッド体8を所定のさし角度
に設定し得るものである。
Then, the tip bit 8a of the punching machine 4 is brought into contact with the above-mentioned position, and the punching machine 4 is set with the contact point as a fulcrum.
If the rear end of the guide stand 7 is moved and the irradiation line 16 of the laser beam for irradiating the virtual tunnel cross section to the predetermined position of the target 9 is received, the boring direction of the boring machine 4, that is,
The rod body 8 having the bit 8a mounted at its tip can be set at a predetermined insertion angle.

【0024】こうして、穿孔機4のさし角度が設定され
ると、上記方法同様にロッド体8を打撃回転させながら
切羽1の外周から計画トンネル掘削方向に所望深さのス
ロット又は孔12を穿設するものである。
In this way, when the insertion angle of the boring machine 4 is set, a slot or hole 12 of a desired depth is drilled from the outer circumference of the face 1 in the planned tunnel excavation direction while the rod body 8 is being driven to rotate in the same manner as the above method. Is to be set up.

【0025】[0025]

【発明の効果】以上のように本発明の請求項1に記載し
た方法によれば、トンネル後方に設置したレーザ光線発
振器からトンネル切羽の計画トンネルの外周に向かって
トンネルに平行なレーザ光線を照射するので、穿孔機の
ロッド体先端ビットをその照射点に当てがうだけで、計
画トンネルの所定位置に簡単且つ正確にセットし得るも
のである。さらに、この状態から穿孔機のビットを支点
として穿孔機の後端をレーザ光線側に移動させ、その後
端に突設しているターゲットにレーザ光線を受光させる
ことにより、受光点と上記ドリル先端ビットの当接点と
から穿孔機のさし角度を容易に且つ精度よく設定するこ
とができ、穿孔作業が正確かつ能率よく行えるものであ
る。
As described above, according to the method described in claim 1 of the present invention, the laser beam oscillator installed behind the tunnel irradiates the laser beam parallel to the tunnel toward the outer periphery of the planned tunnel of the tunnel face. Therefore, it is possible to easily and accurately set the rod body tip bit of the drilling machine at a predetermined position of the planned tunnel by merely applying the rod tip bit to the irradiation point. Further, from this state, the rear end of the perforator is moved to the laser beam side with the bit of the perforator as the fulcrum, and the laser beam is received by the target projecting at the rear end of the perforator, so that the light receiving point and the drill tip bit It is possible to easily and accurately set the insertion angle of the punching machine from the abutting point of, and to perform the drilling work accurately and efficiently.

【0026】また、本発明の請求項2に記載の方法によ
れば、トンネル後方の任意の位置からレーザ光線を計画
トンネルの切羽外周に向かって照射するので、レーザ光
線発振器の設置作業の簡素化が図られて作業能率が向上
するばかりでなく、その照射点に穿孔機の先端ビットを
当てがったのち、穿孔機の先端ビットからターゲットの
距離だけ後方における穿孔方向の後方延長線上の仮想ト
ンネル断面の外周にレーザ光線を照射してこのレーザ光
線に穿孔機後端のターゲットを合わせるものであるか
ら、曲線トンネルを掘削する場合であっても、その計画
線に対して穿孔機の穿孔傾斜角度、即ち、さし角度と穿
孔方向とを簡単且つ精度よく設定し得るものである。
According to the method of claim 2 of the present invention, the laser beam is emitted from the arbitrary position behind the tunnel toward the outer circumference of the face of the planned tunnel, so that the installation work of the laser beam oscillator is simplified. Not only is the work efficiency improved, but the tip bit of the perforator is applied to the irradiation point, and then a virtual tunnel on the extension line in the rear direction of the boring direction behind the tip bit of the perforator by the target distance. Since the laser beam is applied to the outer periphery of the cross section and the target at the rear end of the drilling machine is aligned with this laser beam, even when excavating a curved tunnel, the drilling inclination angle of the drilling machine with respect to the planned line. That is, the insertion angle and the drilling direction can be set easily and accurately.

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

【図1】本発明方法を実施している状態の簡略縦断側面
図、
FIG. 1 is a simplified vertical sectional side view showing a state in which the method of the present invention is being carried out,

【図2】レーザ光線発振器を装備したガイドレールの正
面図、
FIG. 2 is a front view of a guide rail equipped with a laser beam oscillator,

【図3】穿孔装置の側面図、FIG. 3 is a side view of the punching device,

【図4】角度設定方法の説明図、FIG. 4 is an explanatory diagram of an angle setting method,

【図5】本発明の別な方法を実施している状態の簡略縦
断側面図、
FIG. 5 is a simplified vertical sectional side view showing a state where another method of the present invention is performed.

【図6】図5の状態から仮想トンネル断面の外周部を照
射した状態の簡略縦断側面図、
6 is a simplified vertical cross-sectional side view of a state in which the outer peripheral portion of the virtual tunnel cross-section is irradiated from the state of FIG. 5;

【図7】従来のさし角度設定方法を示す側面図。FIG. 7 is a side view showing a conventional method for setting an insert angle.

【符号の説明】 1 切羽 2 トンネル 3 レーザ光線発振器 4 穿孔機 7 ガイド台 8 ロッド体 8a ビット 9 ターゲット 11 レーザ光線[Explanation of symbols] 1 face 2 tunnel 3 laser beam oscillator 4 drilling machine 7 guide stand 8 rod body 8a bit 9 target 11 laser beam

───────────────────────────────────────────────────── フロントページの続き (72)発明者 村中 浩昭 大阪市阿倍野区松崎町2丁目2番2号 株 式会社奥村組内 (72)発明者 岡村 次郎 大阪市阿倍野区松崎町2丁目2番2号 株 式会社奥村組内 (72)発明者 牧田 孝光 大阪市阿倍野区松崎町2丁目2番2号 株 式会社奥村組内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Hiroaki Muranaka, 2-2-2 Matsuzaki-cho, Abeno-ku, Osaka-shi Okumura-gumi, Inc. (72) Inventor Jiro Okamura 2--2, Matsuzaki-cho, Abeno-ku, Osaka No. Stock Company Okumura Group (72) Inventor Takamitsu Makita 2-2-2 Matsuzaki-cho, Abeno-ku, Osaka City Company Limited Okumura Group

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 トンネル後方に設置したレーザ光線発振
器からトンネル切羽の計画トンネルの外周に向かってト
ンネルに平行なレーザ光線を照射し、その照射点に、後
端にターゲットを突設している穿孔機のロッド体の先端
ビットを当接させたのちこの照射点を支点として穿孔機
の後端をレーザ光線側に移動させてターゲットに受光さ
せ、その受光点と上記先端ビットの当接点とから穿孔機
を所定のさし角度となるように設定すること特徴とする
穿孔機の穿孔角度設定方法。
1. A perforation in which a laser beam oscillator installed behind the tunnel irradiates a laser beam parallel to the tunnel toward the outer periphery of the planned tunnel face and a target is projected at the rear end at the irradiation point. After abutting the tip bit of the rod of the machine, the rear end of the drilling machine is moved to the laser beam side using this irradiation point as a fulcrum to allow the target to receive the light, and the drilling is performed from the light receiving point and the contact point of the tip bit. A drilling angle setting method for a drilling machine, characterized in that the drilling machine is set to have a predetermined insertion angle.
【請求項2】 トンネル後方の任意の位置に設置したレ
ーザ光線発振器からトンネル切羽の計画トンネルの外周
に向かってレーザ光線を照射し、その照射点に、後端に
ターゲットを突設している穿孔機のロッド体の先端ビッ
トを当接させたのち、該先端ビットからターゲットの距
離だけ後方における穿孔方向の後方延長線上の仮想トン
ネル断面の外周にレーザ光線を照射してこのレーザ光線
にターゲットを合わせることにより穿孔機を所定のさし
角度に設定することを特徴とする穿孔機の穿孔角度設定
方法。
2. A perforation in which a laser beam oscillator installed at an arbitrary position behind the tunnel irradiates a laser beam toward the outer periphery of the planned tunnel of the tunnel face and a target is projected at the rear end at the irradiation point. After abutting the tip bit of the rod body of the machine, a laser beam is applied to the outer periphery of the virtual tunnel cross section on the rear extension line of the drilling direction behind the target bit from the tip bit to align the target with this laser beam. A punching angle setting method for a punching machine, wherein the punching machine is thereby set to a predetermined insertion angle.
【請求項3】 レーザ光線の照射位置をビットとガイド
台先端の距離だけトンネル外周より内側に照射し、その
照射点にガイド台先端を当接することを特徴とする請求
項1、2記載の穿孔機の穿孔角度設定方法。
3. The perforation according to claim 1, wherein the irradiation position of the laser beam is irradiated to the inside of the outer circumference of the tunnel by the distance between the bit and the tip of the guide stand, and the tip of the guide stand is brought into contact with the irradiation point. How to set the drilling angle of the machine.
【請求項4】 台車に旋回ブームを介して配設した穿孔
機の移動ガイドの後端部に、上方に向かってレーザ光線
を受光するターゲットを突設していることを特徴とする
穿孔装置。
4. A punching device, characterized in that a target for receiving a laser beam is projected upward from a rear end portion of a movement guide of a punching machine provided on a trolley via a swing boom.
JP35297493A 1993-12-30 1993-12-30 Drilling angle setting method for drilling machine Expired - Lifetime JP2935403B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35297493A JP2935403B2 (en) 1993-12-30 1993-12-30 Drilling angle setting method for drilling machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35297493A JP2935403B2 (en) 1993-12-30 1993-12-30 Drilling angle setting method for drilling machine

Publications (2)

Publication Number Publication Date
JPH07197767A true JPH07197767A (en) 1995-08-01
JP2935403B2 JP2935403B2 (en) 1999-08-16

Family

ID=18427725

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35297493A Expired - Lifetime JP2935403B2 (en) 1993-12-30 1993-12-30 Drilling angle setting method for drilling machine

Country Status (1)

Country Link
JP (1) JP2935403B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100463260B1 (en) * 2002-06-17 2004-12-23 코오롱건설주식회사 Methods to measure drilling path and drilling angle of tunnel
JP2013091948A (en) * 2011-10-25 2013-05-16 Kajima Corp Tunnel construction method
KR102241933B1 (en) * 2020-07-30 2021-04-19 (주)강호지엔씨 Boring angle adjusting system of drill equipment and method of the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100463260B1 (en) * 2002-06-17 2004-12-23 코오롱건설주식회사 Methods to measure drilling path and drilling angle of tunnel
JP2013091948A (en) * 2011-10-25 2013-05-16 Kajima Corp Tunnel construction method
KR102241933B1 (en) * 2020-07-30 2021-04-19 (주)강호지엔씨 Boring angle adjusting system of drill equipment and method of the same

Also Published As

Publication number Publication date
JP2935403B2 (en) 1999-08-16

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