JPH076795B2 - A method for detecting the position of a fuselage in an automatic tunnel excavator - Google Patents
A method for detecting the position of a fuselage in an automatic tunnel excavatorInfo
- Publication number
- JPH076795B2 JPH076795B2 JP33387691A JP33387691A JPH076795B2 JP H076795 B2 JPH076795 B2 JP H076795B2 JP 33387691 A JP33387691 A JP 33387691A JP 33387691 A JP33387691 A JP 33387691A JP H076795 B2 JPH076795 B2 JP H076795B2
- Authority
- JP
- Japan
- Prior art keywords
- laser
- vertical
- laser beam
- machine body
- tunnel
- 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 - Lifetime
Links
- 238000000034 method Methods 0.000 title description 4
- 238000001514 detection method Methods 0.000 claims description 13
- 238000009412 basement excavation Methods 0.000 claims description 9
- 238000006073 displacement reaction Methods 0.000 claims description 8
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Length Measuring Devices By Optical Means (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、坑道またはトンネル
などを掘削する自動掘削機の機体位置検出方法に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a body position detecting method for an automatic excavator for excavating a tunnel or a tunnel.
【0002】[0002]
【従来の技術】クローラーなどの自走手段を有する掘削
機の機体上に切削ドラムを有する伸縮切削ブームをふ仰
旋回自在に取り付けてなる自動掘削機において、掘削機
の機体上にレーザ標的を設け、該レーザ標的をトンネル
内に設置された固定基準レーザビームに合致させて基準
トンネル軸に対する掘削機の機体位置を検出し、該機体
位置検出機の検出値に基ずいて切削中の切削ドラム位置
を補正し、トンネルを正確掘削するようにしたものは、
特開昭62−220696号公報に記載され従来公知で
ある。しかしながら、この従来公知のものにおいては、
レーザ標的を基準レーザビームに合致させる作業が運
転手により目視でなされるため、時間がかかると共に正
確な合致が困難である。一旦合致させた後も、掘削に
よる振動・反力により掘削機の機体が移動すると、作業
を停止して再度レーザビームにレーザ標的を合致させる
必要が生じる、それにより切削ドラム位置の誤差が発
生し正確なトンネル断面を掘削することができないとう
欠点がある。2. Description of the Related Art In an automatic excavator in which a telescopic cutting boom having a cutting drum is mounted on a body of an excavator having a self-propelled means such as a crawler so as to be capable of swinging, a laser target is provided on the body of the excavator. , The laser target is matched with a fixed reference laser beam installed in the tunnel to detect the machine body position of the excavator with respect to the reference tunnel axis, and the cutting drum position during cutting based on the detection value of the machine body position detector. The one that corrects and corrects the tunnel to be excavated,
It is described in JP-A-62-220696 and is conventionally known. However, in this conventionally known one,
The task of matching the laser target to the reference laser beam is done visually by the driver, which is time consuming and difficult to achieve accurate matching. If the excavator's airframe moves due to vibrations or reaction forces caused by excavation even after it is once aligned, it is necessary to stop the work and align the laser target with the laser beam again, which causes an error in the cutting drum position. There is a drawback that it is not possible to excavate an accurate tunnel cross section.
【0003】機体上に受光器をふ仰旋回自在に取り付
け、該受光器によりトンネル内に設置した固定基準レー
ザビームに対する掘削機の位置、傾きなどを常に自動的
に検出し、該検出結果により切削ドラムの位置を自動的
に修正制御することにより、掘削中における機体の移動
・振動または反力などによる機体の変位にかかわらず、
常に自動的に所定の断面を有するトンネルを掘削するよ
うにした自動掘削機も、本出願人が先に出願した特願昭
2−145858号に記載されている。しかしながら、
この自動掘削機には、掘削機の機体が大きく変位した
場合に、レーザビームを受けるレーザ標的を運転者が手
動で操作する必要が生じる、掘削中に掘削機の機体が
移動すると切削ドラムの位置決めが正しくできない、
レーザビームの設置場所が限定される、という欠点があ
る。A light receiver is mounted on the machine body so that it can be swung up and down, and the position and inclination of the excavator with respect to a fixed reference laser beam installed in the tunnel are always automatically detected by the light receiver, and cutting is performed based on the detection result. By automatically correcting and controlling the position of the drum, regardless of the displacement of the aircraft due to movement / vibration or reaction force of the aircraft during excavation,
An automatic excavator that always automatically excavates a tunnel having a predetermined cross section is also described in Japanese Patent Application No. 2-145858 filed previously by the present applicant. However,
This automatic excavator requires the driver to manually operate the laser target that receives the laser beam when the excavator's fuselage is significantly displaced.Positioning of the cutting drum when the excavator's fuselage moves during excavation. Can not be correct,
There is a drawback that the installation place of the laser beam is limited.
【0004】[0004]
【発明が解決しようとする課題】この発明の課題は、掘
削器の機体が掘削中に移動しても、常に掘削器の位置、
すなわち、基準トンネル軸に対する機体の上下変位量及
び横方向変位量並びに基準トンネル軸に対する機体縦軸
の偏向角を検出できる方法を提供して、前記の従来の技
術に係る自動掘削機の欠点を除去することにある。DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention An object of the present invention is to constantly position the excavator even if the excavator body moves during excavation.
That is, by providing a method capable of detecting the vertical displacement amount and lateral displacement amount of the machine body with respect to the reference tunnel axis and the deflection angle of the machine body vertical axis with respect to the reference tunnel axis, the drawbacks of the above-described conventional automatic excavator are eliminated. To do.
【0005】[0005]
【課題を解決するための手段】トンネル内の適所に、水
平面(トンネルの基準底盤に平行な面を意味する)に沿
って回転するレーザビームを発出する水平回転レーザ発
光器と、トンネル軸に平行な垂直面(トンネルの基準底
盤に垂直な面を意味する)に沿って回転するレーザビー
ムを発出する垂直回転レーザ発光器とを設けると共に、
掘削機の機体上に、上下方向に列置された水平回転レー
ザビームを検出する多数のレーザ検出素子を有する水平
レーザ検出器と、機体の縦軸線に直交する方向に列置さ
れた垂直回転レーザビームを検出する多数のレーザ検出
素子を有する一対の垂直レーザ検出器とを取り付け、掘
削中、水平レーザビーム検出器により基準トンネル軸に
対する機体の上下変位量を検出し、垂直レーザビーム検
出器により基準トンネル軸に対する機体の横方向変位量
及び偏向角を検出する方法。[Means for Solving the Problems] A horizontally rotating laser light emitter that emits a laser beam that rotates in a horizontal plane (meaning a plane parallel to the reference bottom plate of the tunnel) in a proper place in the tunnel, and a parallel to the tunnel axis. And a vertically rotating laser emitter for emitting a laser beam rotating along a vertical surface (meaning a surface perpendicular to the reference bottom plate of the tunnel).
On the machine body of the excavator, a horizontal laser detector having a large number of laser detection elements arranged in the vertical direction to detect a horizontally rotating laser beam, and a vertical rotation laser arrayed in a direction orthogonal to the longitudinal axis of the machine body. A pair of vertical laser detectors with multiple laser detectors for beam detection are attached, and during excavation, the horizontal laser beam detector detects the vertical displacement of the aircraft with respect to the reference tunnel axis, and the vertical laser beam detector provides reference. A method for detecting the lateral displacement and deflection angle of the airframe with respect to the tunnel axis.
【0006】[0006]
【実施例】図1はこの発明の一実施例を説明するための
斜視図、図2は同側面図、図3は同上面図である。図
中、1は走行用クローラ2を有する掘削機の機体、3は
機体1の前部に俯仰・旋回制御できるように取り付けら
れ、そしてその先端部に切削ドラム4を有する伸縮切削
ブームである。伸縮切削ブーム3は制御装置により伸縮
制御されるようになっている。また図中、5,6は機体
1上の適所に前後方向に所要の間隔を置いて相互に平行
に取り付けられそして機体1の縦軸線に直交する方向に
列置された多数のレーザ検出素子を有する垂直レーザ検
出器、7は機体1上の適所に取り付けられそして上下方
向に列置された多数のレーザ検出素子を有する水平レー
ザ検出器、8は掘削機の機体1の左右方向傾斜角を検出
する左右傾斜角検出器、10は表示装置、11はトンネ
ル側壁の適所に取り付けた水平レーザ発光器、12,1
2は水平レーザ発光器から送出され水平面内を回転する
水平回転レーザビーム、13はトンネル天井の適所に取
り付けた垂直レーザ発光器、14,14は垂直レーザ発
光機からから送出され垂直面内を回転する垂直回転レー
ザビームである。レーザ検出素子としては、通常、固体
受光素子が使用されるが、その他の受光器も使用可能で
ある。1 is a perspective view for explaining an embodiment of the present invention, FIG. 2 is a side view of the same, and FIG. 3 is a top view of the same. In the figure, reference numeral 1 is a machine body of an excavator having a traveling crawler 2, and 3 is a telescopic cutting boom which is attached to the front portion of the machine body 1 so as to be able to control elevation and turning, and has a cutting drum 4 at its tip. The telescopic cutting boom 3 is telescopically controlled by the control device. Also, in the figure, reference numerals 5 and 6 denote a large number of laser detecting elements which are mounted in parallel with each other at appropriate positions on the machine body 1 at predetermined intervals in the front-rear direction and arranged in a direction orthogonal to the longitudinal axis of the machine body 1. The vertical laser detector has, 7 is a horizontal laser detector having a large number of laser detecting elements mounted in proper positions on the machine body 1 and arranged in a row in the vertical direction, and 8 is a horizontal tilt angle of the machine body 1 of the excavator. Left and right tilt angle detector, 10 is a display device, 11 is a horizontal laser light emitter attached at an appropriate position on the side wall of the tunnel, 12, 1
2 is a horizontal rotating laser beam which is emitted from a horizontal laser emitter and rotates in a horizontal plane, 13 is a vertical laser emitter which is mounted at a proper position on a tunnel ceiling, and 14 and 14 are emitted from a vertical laser emitter and rotate in a vertical plane. It is a vertically rotating laser beam. A solid-state light receiving element is usually used as the laser detecting element, but other light receiving devices can also be used.
【0007】[0007]
【数1】 h3=h1+(l1cosθ2-h4)cosα## EQU1 ## h 3 = h 1 + (l 1 cos θ 2 -h 4 ) cos α
【0008】図2において、トンネル掘削中の掘削機の
機体1のトンネルの基準底盤15に対する前方傾斜角を
α、機体1下面から水平レーザ検出機7のレーザ検出点
Aまでの高さをh2、A点とE点の上下方向距離を
h4、伸縮切削ブーム3の仰角をθ2、伸縮切削ブーム
3の俯仰回動中心Eから切削ドラムの中心Fまでの長さ
をl1とすると、基準底盤15から切削ドラムの中心F
までの高さh3は上記の数式1で算出される。In FIG. 2, the forward inclination angle of the body 1 of the excavator during tunnel excavation with respect to the reference bottom plate 15 of the tunnel is α, and the height from the lower surface of the body 1 to the laser detection point A of the horizontal laser detector 7 is h 2 , The vertical distance between points A and E is h 4 , the elevation angle of the telescopic cutting boom 3 is θ2, and the length from the elevation / rotation center E of the telescopic cutting boom 3 to the center F of the cutting drum is l 1. From the bottom plate 15 to the center F of the cutting drum
The height h 3 up to is calculated by Equation 1 above.
【0009】[0009]
【数2】 [Equation 2]
【0010】図3において、垂直回動レーザビーム14
とトンネル軸を通る垂直面16との間の距離をl3、前
垂直レーザ検出器5のレーザ検出点Bと機体1の縦軸線
を通る垂直面17との間の距離をS1、後垂直レーザ検
出機6のレーザ検出点Cと機体1の縦軸線を通る垂直面
17との距離をS2、前垂直レーザ検出器5と後垂直レ
ーザ検出器6との距離をl4とすると、機体1のトンネ
ル軸に対する偏角γは上記の数式2で算出される。In FIG. 3, the vertically rotating laser beam 14 is shown.
And the vertical plane 16 passing through the tunnel axis is l 3 , the distance between the laser detection point B of the front vertical laser detector 5 and the vertical plane 17 passing through the vertical axis of the body 1 is S1, and the rear vertical laser is If the distance between the laser detection point C of the detector 6 and the vertical plane 17 passing through the longitudinal axis of the machine body 1 is S2, and the distance between the front vertical laser detector 5 and the rear vertical laser detector 6 is l 4 , then The declination γ with respect to the tunnel axis is calculated by the above mathematical formula 2.
【0011】[0011]
【数3】 l7=(l6cosθ1-S1)cosγ+(l5+l6sinθ1)sinγ## EQU00003 ## l 7 = (l 6 cosθ 1 -S 1 ) cosγ + (l 5 + l 6 sinθ 1 ) sinγ
【0012】図3において、伸縮切削ドラム3の旋回中
心Dと前垂直レーザ検出器のレーザ検出点Bとの距離を
l5、旋回中心Dと切削ドラムFとの距離をl6、伸縮
切削ブーム3の旋回角(機体1の縦軸線を通る垂直面1
7に対する回動角)をθ1とすると、垂直回動レーザビ
ーム14の回動面と切削ドラムの中心Fとの距離l7は
上記の数式3で算出される。In FIG. 3, the distance between the turning center D of the telescopic cutting drum 3 and the laser detection point B of the front vertical laser detector is 15 , the distance between the turning center D and the cutting drum F is 16 , and the telescopic cutting boom. Turning angle of 3 (vertical plane 1 passing through the longitudinal axis of the aircraft 1
If the rotation angle with respect to 7 is θ1, then the distance l 7 between the rotation surface of the vertically rotating laser beam 14 and the center F of the cutting drum is calculated by the above-mentioned formula 3.
【0013】[0013]
【発明の効果】 機体が移動中も、常に、水平レーザ検出器及び垂直
レーザ検出器により水平回転レーザビーム及び垂直回転
レーザビームを検出して、機体のトンネル軸に対する変
位量を検出し、該検出結果に基ずいて切削ドラムの切削
位置を自動的に補正できるので、トンネル掘削断面の精
度の向上と掘削効率の向上とをはかることができる。The horizontal laser detector and the vertical laser detector detect the horizontal rotation laser beam and the vertical rotation laser beam at all times to detect the displacement amount with respect to the tunnel axis of the aircraft even when the aircraft is moving. Since the cutting position of the cutting drum can be automatically corrected based on the result, the accuracy of the tunnel excavation cross section and the excavation efficiency can be improved.
【0014】 垂直及び水平レーザ検出器は共にレー
ザビーム検出素子を直線上に列置したものでよいので、
構造簡単で安価なレーザビーム検出器を用いることがで
きる。Since both the vertical and horizontal laser detectors may have laser beam detection elements arranged in a line on a straight line,
A laser beam detector that has a simple structure and is inexpensive can be used.
【0015】 回転レーザビームを使用するのでレー
ザビーム発光器の設置場所に対する制約が小になる。Since a rotating laser beam is used, restrictions on the installation place of the laser beam emitter are reduced.
【図1】この発明の原理説明用の斜視図。FIG. 1 is a perspective view for explaining the principle of the present invention.
【図2】同側面図。FIG. 2 is a side view of the same.
【図3】同上面図。FIG. 3 is a top view of the same.
【図4】本発明の機体位置検出方法を使用した機体位置
検出装置の一実施例のブロック図。FIG. 4 is a block diagram of an embodiment of a machine body position detection apparatus using the machine body position detection method of the present invention.
1 掘削機の機体 3 伸縮切削ブーム 4 切削ドラム 5 前垂直レーザ検出器 6 後垂直レーザ検出器 7 水平回転レーザ検出器 10 表示装置 11 垂直回転レーザ発光器 13 水平回転レーザ発光器 1 Body of excavator 3 Telescopic cutting boom 4 Cutting drum 5 Front vertical laser detector 6 Rear vertical laser detector 7 Horizontal rotation laser detector 10 Display device 11 Vertical rotation laser light emitter 13 Horizontal rotation laser light emitter
Claims (1)
転するレーザビームを発出する水平回転レーザ発光器
と、トンネル軸に平行な垂直面に沿って回転するレーザ
ビームを発出する垂直回転レーザ発光器とを設けると共
に、掘削機の機体上に、上下方向に列置された水平回転
レーザビームを検出する多数のレーザ検出素子を有する
水平レーザ検出器と、機体の縦軸線に直交する方向に列
置された垂直回転レーザビームを検出する多数のレーザ
検出素子を有する一対の垂直レーザ検出器とを取り付
け、掘削中、水平レーザビーム検出器により基準トンネ
ル軸に対する機体の上下変位量を検出し、垂直レーザビ
ーム検出器により基準トンネル軸に対する機体の横方向
変位量及び偏向角を検出することを特徴とする自動掘削
機における機体位置の検出方法。1. A horizontally rotating laser light emitting device which emits a laser beam rotating along a horizontal plane, and a vertically rotating laser light emitting device which emits a laser beam rotating along a vertical plane parallel to the tunnel axis, at appropriate positions in a tunnel. And a horizontal laser detector having a large number of laser detection elements arranged in a row in the vertical direction on the machine body of the excavator, and a row in the direction orthogonal to the vertical axis of the machine body. Attached with a pair of vertical laser detectors with multiple laser detection elements to detect the vertically rotating laser beam placed, and during excavation, the horizontal laser beam detector detects the vertical displacement of the fuselage with respect to the reference tunnel axis, Detecting the machine body position in an automatic excavator characterized by detecting the lateral displacement and deflection angle of the machine body with respect to the reference tunnel axis with a laser beam detector. How to get out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33387691A JPH076795B2 (en) | 1991-10-18 | 1991-10-18 | A method for detecting the position of a fuselage in an automatic tunnel excavator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33387691A JPH076795B2 (en) | 1991-10-18 | 1991-10-18 | A method for detecting the position of a fuselage in an automatic tunnel excavator |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05107064A JPH05107064A (en) | 1993-04-27 |
| JPH076795B2 true JPH076795B2 (en) | 1995-01-30 |
Family
ID=18270942
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP33387691A Expired - Lifetime JPH076795B2 (en) | 1991-10-18 | 1991-10-18 | A method for detecting the position of a fuselage in an automatic tunnel excavator |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH076795B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3429046B2 (en) * | 1993-12-20 | 2003-07-22 | 株式会社小松製作所 | Position measurement light emitting device and light emitting device mounting structure |
| JP2002188389A (en) * | 2000-12-20 | 2002-07-05 | Toda Constr Co Ltd | Tunnel blasting and drilling method and drilling system |
| JP4787435B2 (en) * | 2001-09-13 | 2011-10-05 | カヤバ システム マシナリー株式会社 | Tunnel excavator position measurement device |
| CN104406523A (en) * | 2014-09-29 | 2015-03-11 | 樊晓莉 | Shield tunnel segment shift detection method |
-
1991
- 1991-10-18 JP JP33387691A patent/JPH076795B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH05107064A (en) | 1993-04-27 |
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