JPH0560567A - Method for automatically measuring position of moving object - Google Patents
Method for automatically measuring position of moving objectInfo
- Publication number
- JPH0560567A JPH0560567A JP3248241A JP24824191A JPH0560567A JP H0560567 A JPH0560567 A JP H0560567A JP 3248241 A JP3248241 A JP 3248241A JP 24824191 A JP24824191 A JP 24824191A JP H0560567 A JPH0560567 A JP H0560567A
- Authority
- JP
- Japan
- Prior art keywords
- self
- surveying
- vehicle
- block
- propelled vehicle
- 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
Links
- 238000000034 method Methods 0.000 title claims description 13
- 238000009434 installation Methods 0.000 claims abstract description 20
- 230000006698 induction Effects 0.000 claims description 6
- 238000012544 monitoring process Methods 0.000 description 19
- 238000010586 diagram Methods 0.000 description 6
- 238000009412 basement excavation Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 4
- 238000005259 measurement Methods 0.000 description 4
- 230000007246 mechanism Effects 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 238000003384 imaging method Methods 0.000 description 3
- 230000003287 optical effect Effects 0.000 description 2
- 238000001514 detection method Methods 0.000 description 1
- 230000001678 irradiating effect Effects 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Navigation (AREA)
- Control Of Position, Course, Altitude, Or Attitude Of Moving Bodies (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、シールド機等の移動物
体の位置制御を行うために、該移動物体の位置を自動で
測量する方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for automatically measuring the position of a moving object such as a shield machine in order to control the position of the moving object.
【0002】[0002]
【従来の技術】従来より、例えばシールド機を用いてト
ンネル坑道を形成する場合には、前記シールド機の掘進
方向を所定の方向に誘導制御(シールド機の姿勢制御)
して、当初の設計通りのトンネル坑道を形成するため
に、シールド機の位置の測量が行われている。そして、
前記測量の方法としては、従来、シールド機にジャイロ
コンパスを搭載し、該ジャイロコンパスによって前記シ
ールド機のXYZ方向の掘進方向を検出して、シールド
機の位置の測量を行う方法が用いられていた。ところ
が、ジャイロコンパスには、機器毎に精度のばらつきが
あり、その精度の最大値を誤差の許容範囲とした場合に
は、正確な位置認識を行うことができず、ひいては、前
記シールド機を高い精度で姿勢制御することができない
という不具合があった。2. Description of the Related Art Conventionally, for example, when a tunnel shaft is formed by using a shield machine, the excavation direction of the shield machine is controlled in a predetermined direction (posture control of the shield machine).
Then, in order to form the tunnel tunnel as originally designed, the position of the shield machine is measured. And
As the surveying method, conventionally, a method of mounting a gyro compass on a shield machine, detecting the excavation direction in the XYZ directions of the shield machine by the gyro compass, and measuring the position of the shield machine has been used. .. However, the gyro compass has a variation in accuracy for each device, and if the maximum value of the accuracy is set as an allowable range of error, accurate position recognition cannot be performed, and the shield machine is expensive. There was a problem that the posture could not be controlled with accuracy.
【0003】そこで、近年では、トンネル坑道内の固定
の基準点に測量用のレーザー光を発する測量機を設置
し、該測量機からシールド機の後端面に設けた指標へレ
ーザー光を照射して、その反射波に基づいて前記測量機
側で前記指標を自動追尾しつつ、前記測量機内部で所謂
光波測距法により前記基準点からシールド機までの距離
を求め、前記レーザー光の照射位置と前記指標とのずれ
や、前記基準点からシールド機までの距離に基づいて、
シールド機の位置の測量を行う方法が行われるようにな
り、実績をあげている。Therefore, in recent years, a surveying instrument which emits a laser beam for surveying is installed at a fixed reference point in a tunnel gallery, and the surveying instrument irradiates the index on the rear end face of the shield machine with the laser beam. , While automatically tracking the index on the surveying instrument side based on the reflected wave, obtain the distance from the reference point to the shield machine by the so-called light wave distance measuring method inside the surveying instrument, and the irradiation position of the laser light Based on the distance from the index and the shield machine from the reference point,
The method of measuring the position of the shield machine has come to be used, and it has a good track record.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、上述し
たレーザー光を用いた測量では、ジャイロコンパスに比
べて高い精度での測量を行うことができるが、例えば、
前記シールド機の掘進方向が曲線である場合等には、前
記指標が測量機から捉えられなくなることがあり、この
場合には、人手によって新たな基準点をトンネル坑道内
に設置し、その新たな基準点上に前記測量機を移動、設
置しなければならず、測量作業の自動化を図ることがで
きないと共に、フィードバック制御によるシールド機の
姿勢制御を無人で行うことができないという不具合があ
った。本発明は、前記シールド機等の所定領域内を移動
する移動物体の移動に伴う、該移動物体の位置を測量す
る際に、この測量を行う手段の移動、設置位置替えを、
人手によらず自動で行うことができる、移動物体の自動
位置測量方法を提供することを目的とする。However, in the survey using the laser beam described above, the survey can be performed with higher accuracy than that of the gyro compass.
When the excavation direction of the shield machine is a curve, etc., the index may not be captured by the surveying instrument, and in this case, a new reference point is manually installed in the tunnel tunnel and the new reference point is set. Since the surveying instrument has to be moved and installed on the reference point, the surveying operation cannot be automated, and the attitude control of the shield machine by the feedback control cannot be performed unattended. The present invention, along with the movement of a moving object that moves in a predetermined area such as the shield machine, when measuring the position of the moving object, the movement of the means for performing the survey, the installation position change,
An object of the present invention is to provide an automatic position measuring method for a moving object, which can be automatically performed without manual labor.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に本発明は、所定の領域内を移動する移動物体の位置を
自動測量する方法であって、前記移動物体の所定位置に
指標を設置し、前記所定領域内の所定位置に、該所定領
域内を自走可能な測量用自走車を設置し、前記測量用自
走車上から前記指標にレーザー光を照射して、該指標を
自動追尾しつつ前記移動物体の位置を測量すると共に、
前記移動物体の移動に伴って、前記所定位置に設置され
た前記測量用自走車上からの前記指標の追尾が不可能と
なったときには、該測量用自走車から誘導信号を発信さ
せ、前記測量用自走車からの誘導信号に基づいて、前記
移動物体と測量用自走車との間で且つ該測量用自走車か
らの追尾が可能な範囲内の前記所定領域位置に、該所定
領域内を自走可能なブロック設置用自走車を誘導、設置
し、前記ブロック設置用自走車の設置位置における前記
所定領域位置に、該ブロック設置用自走車上に搭載され
たブロック設置装置によって、前記誘導信号とは異なる
固有の周波数の誘導信号を発信する基準点ブロックを設
置させ、前記基準点ブロックからの誘導信号に基づい
て、前記測量用自走車を、前記基準点ブロックが設置さ
れた前記所定領域位置に移動、設置するようにした。In order to achieve the above object, the present invention is a method for automatically measuring the position of a moving object moving within a predetermined area, wherein an index is set at a predetermined position of the moving object. Then, at a predetermined position in the predetermined area, a surveying self-propelled vehicle capable of self-propelled in the predetermined area is installed, and the indicator is irradiated with laser light from the surveying self-propelled vehicle, and the indicator is displayed. While measuring the position of the moving object while automatically tracking,
With the movement of the moving object, when it becomes impossible to track the index from the surveying self-propelled vehicle installed at the predetermined position, a guidance signal is transmitted from the surveying self-propelled vehicle, Based on the guidance signal from the surveying vehicle, at the predetermined area position between the moving object and the surveying vehicle and within a range in which tracking from the surveying vehicle is possible, A block-installed self-propelled vehicle that is capable of self-propelled in a predetermined area is guided and installed, and a block mounted on the block-installed self-propelled vehicle is located at the predetermined area position of the block-installed self-propelled vehicle. By the installation device, a reference point block that emits an induction signal of a unique frequency different from the induction signal is installed, and based on the induction signal from the reference point block, the surveying vehicle is set to the reference point block. The predetermined area where the Moving to, it was to be installed.
【0006】[0006]
【実施例】以下、本発明の実施例について図面に基づい
て説明する。図1は本発明のシールド機の自動位置測量
方法の一実施形態を示す説明図である。まず、図1にお
いて、10は、移動物体としてのシールド機20の掘削
により形成された、所定領域としてのトンネル坑道で、
該トンネル坑道10内には図1に示すように2組の軌道
11,12が敷設されており、一方、前記シールド機2
0の後端面21には図2に示すように、縦横に目盛が刻
された指標22が取着されている。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an explanatory diagram showing an embodiment of an automatic position measuring method for a shield machine according to the present invention. First, in FIG. 1, 10 is a tunnel gallery as a predetermined region formed by excavating a shield machine 20 as a moving object,
As shown in FIG. 1, two sets of tracks 11 and 12 are laid in the tunnel shaft 10, while the shield machine 2
As shown in FIG. 2, a rear end face 21 of 0 is attached with an index 22 having vertical and horizontal scale marks.
【0007】また、図1において30,30,…は基準
点ブロックであり、各基準点ブロック30は図3(a)
に示すように、例えば接着剤が塗布され或は磁石が取着
された接着面32が形成された基台31と、該基台31
上に取着され、同心円状の目盛が刻された基準盤33と
からなり、図3(a)中には図示しないが、前記基準盤
33の内部に設けられた発信装置から、各基準点ブロッ
ク30毎に異なる周波数の誘導信号を発信するようにな
っており、前記接着面32を前記トンネル坑道10の天
井或は床面に取着してそれらに固定するようになってい
る。尚、図3(a)に示す基準点ブロック30は、前記
トンネル坑道10の天井に取着する場合のものであり、
トンネル坑道10の床面に取着する場合には、図3
(b)に示すように、前記基準盤33が前記軌道11の
図示しない枕木の上方に露出するように、該基準盤33
と前記基台31との間に嵩上げ用の補助台34が設けら
れている。.. are reference point blocks, and each reference point block 30 is shown in FIG.
As shown in FIG. 2, for example, a base 31 having an adhesive surface 32 to which an adhesive is applied or a magnet is attached, and the base 31
Although not shown in FIG. 3 (a), the reference plate 33 is attached to the above and has a concentric scale, and each reference point is transmitted from a transmitter provided inside the reference plate 33. Each block 30 emits an induction signal of a different frequency, and the adhesive surface 32 is attached to the ceiling or floor surface of the tunnel shaft 10 and fixed thereto. The reference point block 30 shown in FIG. 3 (a) is for mounting on the ceiling of the tunnel shaft 10.
When installing on the floor of the tunnel, see Fig. 3.
As shown in (b), the reference board 33 is exposed so as to be exposed above the sleepers (not shown) of the track 11.
An auxiliary stand 34 for raising the height is provided between the base 31 and the base 31.
【0008】図1においては40は、前記軌道11上を
自走し、前記基準点ブロック30上に設置される測量用
自走車、60は、前記軌道12上を自走するブロック設
置用自走車であり、前記測量用自走車40には、図4
(a)に示すように、前記基準点ブロック30からの誘
導信号(図示せず)と後述する集中監視盤Sからの制御
信号とを受信する受信装置41が設けられている。一
方、前記ブロック設置用自走車60には、図4(b)に
示すように、複数の前記基準点ブロック30と、該基準
点ブロック30を前記トンネル坑道10の天井或は床面
に取着する、例えばホッパー、アーム、チャック等から
なるブロック設置装置Bと、前記制御信号を受信する受
信装置61とが搭載されている。In FIG. 1, 40 is a self-propelled vehicle for surveying which is self-propelled on the track 11 and is installed on the reference point block 30, and 60 is a self-propelled vehicle for block installation which is self-propelled on the track 12. The self-propelled vehicle 40 for surveying is
As shown in (a), a receiver 41 is provided for receiving a guide signal (not shown) from the reference point block 30 and a control signal from a centralized monitoring board S described later. On the other hand, as shown in FIG. 4B, the block-installing self-propelled vehicle 60 has a plurality of reference point blocks 30 and the reference point blocks 30 mounted on the ceiling or floor of the tunnel shaft 10. A block installation device B, which includes, for example, a hopper, an arm, a chuck, and the like, and a receiving device 61 that receives the control signal are mounted.
【0009】また、前記測量用自走車40とブロック設
置用自走車60とには夫々、図4(a),(b)に示す
ように、上下動機構42,62により上下動可能に支持
され前記測量用自走車40及びブロック設置用自走車6
0の前方に伸縮可能な伸縮アーム43,63と、軌道1
1,12走行用の車輪44,64が設けられている。こ
の伸縮アーム43,63の先端には整準台51,71が
取着され、該整準台51,71の下部には、求心用のレ
ーザー光を発する求心用レーザー光出力装置52,72
と、該求心用レーザー光出力装置52,72の指向方向
を撮像する、例えばCCDカメラ等の求心用テレビカメ
ラ53,73とが取着されている。As shown in FIGS. 4A and 4B, the surveying self-propelled vehicle 40 and the block-installed self-propelled vehicle 60 can be moved up and down by vertical movement mechanisms 42 and 62, respectively. The surveying self-propelled vehicle 40 and the block-installed self-propelled vehicle 6 supported
Telescopic arms 43 and 63 that can extend and contract forward of 0, and track 1
Wheels 44 and 64 for traveling 1 and 12 are provided. Leveling platforms 51 and 71 are attached to the ends of the telescopic arms 43 and 63, and centripetal laser light output devices 52 and 72 that emit a centripetal laser beam are provided below the leveling platforms 51 and 71.
And a centering television camera 53, 73 such as a CCD camera, which images the direction of the centering laser light output devices 52, 72.
【0010】また、前記整準台51,71の上部には、
図4(a),(b)に示すように、図示しない自動追尾
装置及び光波測距計の一部をなす視準用レーザー光出力
装置54,74、視準用レーザー光受光装置55,75
が、これらの3次元方向の向きを調整する調整機構5
7,77を介して取着されており、さらに、前記測量用
自走車40には、前記視準用レーザー光出力装置54の
指向方向を撮像する、例えばCCDカメラ等の視準用テ
レビカメラ56が、前記調整機構57を介して前記整準
台51の上部に取着されている。In addition, on the upper part of the leveling table 51, 71,
As shown in FIGS. 4A and 4B, collimation laser light output devices 54 and 74 and collimation laser light reception devices 55 and 75, which are part of an automatic tracking device and a light wave range finder, which are not shown.
However, the adjustment mechanism 5 that adjusts the orientation of these three-dimensional directions
7 and 77. Further, the surveying self-propelled vehicle 40 is provided with a collimation television camera 56, such as a CCD camera, for imaging the pointing direction of the collimation laser light output device 54. It is attached to the upper part of the leveling table 51 via the adjusting mechanism 57.
【0011】尚、前記測量用自走車40及びブロック設
置用自走車60の走行と、前記調整機構57,77によ
る方向調整と、前記ブロック設置装置Bの動作は、図1
に示すように前記トンネル坑道10の外部に設置された
集中監視盤Sから送出される不図示の制御信号によって
遠隔操作されるようになっている。また、前記求心用及
び視準用テレビカメラ53,56,73による撮像信号
は、有線或は無線により前記集中管理盤Sに送出され、
前記求心用テレビカメラ53,73による撮像画面が、
前記集中監視盤Sに設けられたディスプレイS1上に、
例えば図5(a)に示すように表示され、一方、前記視
準用テレビカメラ56による撮像画面が、前記集中監視
盤Sに設けられたディスプレイS2上に、例えば図5
(b)に示すように表示されるようになっている。The traveling of the surveying vehicle 40 and the block-installing vehicle 60, the direction adjustment by the adjusting mechanisms 57 and 77, and the operation of the block installing device B are shown in FIG.
As shown in FIG. 3, the centralized monitoring board S installed outside the tunnel shaft 10 can be remotely operated by a control signal (not shown). The image pickup signals from the centripetal and collimation television cameras 53, 56, 73 are sent to the central control board S by wire or wirelessly.
The image pickup screen by the centripetal television cameras 53, 73 is
On the display S1 provided on the central monitoring board S,
For example, the image is displayed as shown in FIG. 5A, while the image pickup screen of the collimation television camera 56 is displayed on the display S2 provided on the central monitoring board S, for example, as shown in FIG.
It is designed to be displayed as shown in (b).
【0012】前記集中監視盤Sは、前記求心用テレビカ
メラ53,73の撮像画面を画像処理して、前記求心用
レーザー光出力装置52,72から出力されたレーザー
光の前記基準点ブロック30への照射位置を検出し、こ
れに基づいて、前記測量用自走車40及びブロック設置
用自走車60が前記基準点ブロック30の直上に位置す
るように、該測量用自走車40及びブロック設置用自走
車60を位置制御する。また、前記集中監視盤Sは、前
記視準用テレビカメラ56の撮像画面を画像処理して、
前記視準用レーザー光出力装置54から出力されたレー
ザー光の前記指標22への照射位置を検出し、これに基
づいて、前記シールド機20の上下左右方向の変位を割
り出す。The centralized monitoring board S performs image processing on the image pickup screens of the centripetal television cameras 53 and 73 to the reference point block 30 of the laser light output from the centripetal laser light output devices 52 and 72. The irradiation position of the surveying self-propelled vehicle 40 and the block so that the self-propelled vehicle 40 for surveying and the block-equipped self-propelled vehicle 60 are located immediately above the reference point block 30 based on the detected irradiation position. The position of the self-propelled vehicle 60 for installation is controlled. Further, the centralized monitoring board S performs image processing on an image pickup screen of the collimation television camera 56,
The irradiation position of the laser light output from the collimating laser light output device 54 to the index 22 is detected, and the vertical and horizontal displacements of the shield machine 20 are calculated based on the detected position.
【0013】一方、前記測量用自走車40に設けられた
不図示の光波測距計は、前記視準用レーザー光出力装置
54から出力されたレーザー光の反射光を前記視準用レ
ーザー光受光装置55で受光した結果に基づいて、前記
測量用自走車40からシールド機20までの距離を測距
し、前記集中監視盤Sは、この測距結果と前記シールド
機20の上下左右方向の変位とに基づいて、該シールド
機20の位置座標を検出する。On the other hand, an optical wave range finder (not shown) provided in the surveying self-propelled vehicle 40 uses a laser beam receiving device for collimating the reflected light of the laser beam output from the collimating laser beam output device 54. Based on the result received by 55, the distance from the surveying vehicle 40 to the shield machine 20 is measured, and the centralized monitoring board S detects the distance measurement result and the vertical and horizontal displacement of the shield machine 20. The position coordinates of the shield machine 20 are detected based on
【0014】さらに、前記測量用自走車40及びブロッ
ク設置用自走車60の各々に設けられた不図示の光波測
距計は、前記測量用自走車40又はブロック設置用自走
車60の視準用レーザー光出力装置54,74から、ブ
ロック設置用自走車60又は測量用自走車40に向けて
レーザー光を出力させ、その反射光を前記視準用レーザ
ー光受光装置55,75で受光した結果に基づいて、互
いの位置座標を検出する。そして、前記測量用自走車4
0及びブロック設置用自走車60の各々に設けられた不
図示の自動追尾装置は、前記光波測距計により検出され
た互いの位置座標に基づいて、前記測量用自走車40及
びブロック設置用自走車60の相互間での自動追尾を行
うと共に、相手を所定の位置に誘導する。Further, an optical wave range finder (not shown) provided on each of the surveying vehicle 40 and the block-installing vehicle 60 is the surveying vehicle 40 or the block-installing vehicle 60. From the collimating laser light output devices 54 and 74, laser light is output toward the block-installing self-propelled vehicle 60 or the surveying self-propelled vehicle 40, and the reflected light is reflected by the collimating laser light receiving devices 55 and 75. The mutual position coordinates are detected based on the received light. And the self-propelled vehicle 4 for surveying
0 and an automatic tracking device (not shown) provided in each of the block-installed self-propelled vehicles 60, based on the mutual position coordinates detected by the lightwave rangefinder, The self-propelled vehicles 60 automatically track each other and guide the opponent to a predetermined position.
【0015】次に、上述した各要素を用いてシールド機
20の位置測量を行う場合について説明する。まず、前
記トンネル坑道10の所定位置における天井或は床面に
基準点ブロック30を設置し、該基準点ブロック30か
ら発信される誘導信号を前記測量用自走車40の受信装
置41で受信して、この受信信号に基づいて前記集中監
視盤Sの制御により測量用自走車40を前記基準点ブロ
ック30が設置されたトンネル坑道10位置に誘導、設
置する。Next, the case where the position measurement of the shield machine 20 is performed using the above-mentioned elements will be described. First, a reference point block 30 is installed on a ceiling or floor surface at a predetermined position of the tunnel shaft 10, and a guidance signal transmitted from the reference point block 30 is received by a receiving device 41 of the surveying vehicle 40. Then, based on this received signal, the surveying vehicle 40 is guided and installed at the position of the tunnel gallery 10 where the reference point block 30 is installed by the control of the centralized monitoring board S.
【0016】この測量用自走車40の設置に際しては、
基準点ブロック30の基準盤33に測量用自走車40の
求心用レーザー光出力装置52からのレーザー光を照射
させ、この照射位置を前記求心用テレビカメラ53にて
撮像し、この撮像画面を集中監視盤Sにて画像処理する
ことにより、前記レーザー光が前記基準盤33の中心位
置に照射されるように前記集中監視盤Sが測量用自走車
40を誘導、設置する。尚、この時点における前記測量
用自走車40の位置座標は、前記集中監視盤S側にて掌
握されている。When installing the self-propelled vehicle 40 for surveying,
The reference plate 33 of the reference point block 30 is irradiated with the laser light from the centering laser light output device 52 of the surveying self-propelled vehicle 40, and the irradiation position is imaged by the centering TV camera 53, and this imaging screen is displayed. By performing image processing on the centralized monitoring board S, the centralized monitoring board S guides and installs the surveying vehicle 40 so that the laser light is irradiated to the central position of the reference panel 33. The position coordinates of the surveying vehicle 40 at this point are grasped by the central monitoring board S side.
【0017】そして、前記測量用自走車40の視準用レ
ーザー光出力装置54から前記シールド機20の指標に
レーザー光を照射し、この照射位置を視準用テレビカメ
ラ56にて撮像し、この撮像画面を集中監視盤Sにて画
像処理することにより、前記シールド機20の測量用自
走車40から見た上下左右方向の変位を割り出す。これ
に並行して、視準用レーザー光出力装置54から前記シ
ールド機20の指標に照射されたレーザー光の反射波を
視準用レーザー光受光装置55で受光し、これに基づい
て前記測量用自走車40からシールド機20までの距離
を測距し、前記集中監視盤Sは、この測距結果と前記シ
ールド機20の上下左右方向の変位とに基づいて、該シ
ールド機20の位置座標を検出する。Then, the collimation laser light output device 54 of the surveying self-propelled vehicle 40 irradiates the index of the shield machine 20 with laser light, and the irradiation position is imaged by the collimation television camera 56. By subjecting the screen to image processing by the centralized monitoring board S, the displacement of the shield machine 20 in the vertical and horizontal directions seen from the surveying vehicle 40 is determined. In parallel with this, the collimated laser light receiving device 55 receives the reflected wave of the laser light emitted from the collimated laser light output device 54 to the index of the shield machine 20, and based on this, the surveying self-propelled light is received. The distance from the vehicle 40 to the shield machine 20 is measured, and the centralized monitoring board S detects the position coordinate of the shield machine 20 based on the distance measurement result and the vertical and horizontal displacement of the shield machine 20. To do.
【0018】さて、前記シールド機20の掘進に伴っ
て、前記視準用レーザー光出力装置54から出力される
レーザー光が前記指標22に照射できなくなった場合に
は、前記視準用テレビカメラ56にて撮像した撮像画面
を画像処理した集中監視盤Sにてこれを検出し、この時
点で制御信号を出力して、トンネル坑道10外の所定位
置に待機させた前記ブロック設置用自走車60を、前記
測量用自走車40の座標位置に誘導する。そして、前記
ブロック設置用自走車60が前記測量用自走車40の近
傍に達したときには、前記集中監視盤Sからの制御信号
に基づいて、視準用レーザー光出力装置54からレーザ
ー光を誘導信号として、ブロック設置用自走車60に向
けて発信させて、このレーザー光をブロック設置用自走
車60の視準用レーザー光受光装置75で受光させなが
ら、前記測量用自走車40の視準用レーザー光出力装置
54から出力されるレーザー光の指向方向を変化させ
る。In the case where the laser light output from the collimation laser light output device 54 cannot be applied to the index 22 due to the excavation of the shield machine 20, the collimation television camera 56 is used. The centralized monitoring board S that has image-processed the imaged imaged screen detects this, and outputs a control signal at this point to allow the block-installed vehicle 60 to stand by at a predetermined position outside the tunnel shaft 10, The vehicle is guided to the coordinate position of the surveying vehicle 40. When the block-installing self-propelled vehicle 60 reaches the vicinity of the surveying self-propelled vehicle 40, laser light is guided from the collimation laser light output device 54 based on a control signal from the centralized monitoring board S. A signal is transmitted to the block-installing self-propelled vehicle 60, and this laser light is received by the collimating laser light receiving device 75 of the block-installing self-propelled vehicle 60, while the sighting of the surveying self-propelled vehicle 40 is performed. The direction of the laser beam output from the compliant laser beam output device 54 is changed.
【0019】これに伴って、前記ブロック設置用自走車
60の図示しない自動追尾装置が前記測量用自走車40
側からのレーザー光を追尾してブロック設置用自走車6
0を移動させ、これにより該ブロック設置用自走車60
が、前記軌道12上の、前記シールド機20と測量用自
走車40との間で且つ該測量用自走車40の視準用レー
ザー光出力装置54から出力されるレーザー光の受光可
能な範囲内の前記トンネル坑道10位置に誘導、設置さ
れる。Along with this, the automatic tracking device (not shown) of the block-installed self-propelled vehicle 60 is operated by the survey self-propelled vehicle 40.
Self-propelled vehicle 6 for block installation by tracking laser light from the side
0 to move the self-propelled vehicle 60 for installing the block.
Is a range on the track 12 between the shield machine 20 and the surveying self-propelled vehicle 40 and capable of receiving the laser light output from the collimation laser light output device 54 of the surveying self-propelled vehicle 40. It is guided and installed at the position of the tunnel tunnel 10 inside.
【0020】このトンネル坑道10位置において、前記
ブロック設置用自走車60は、これに搭載された前記ブ
ロック設置装置Bによって、前記基準点ブロック30か
ら発信される誘導信号とは異なる周波数の誘導信号を発
信する新たな基準点ブロック30を、前記軌道11の鉛
直線上における、前記トンネル坑道10の天井或は床面
に設置し、設置後トンネル坑道10外に退出する。その
後、前記測量用自走車40は、前記新たな基準点ブロッ
ク30からの誘導信号を受信装置41で受信し、その例
えば受信強度に基づいて、新たな基準点ブロック30が
設置された前記トンネル坑道10位置に移動する。At the position of the tunnel shaft 10, the block-installing vehicle 60 is operated by the block-installing device B mounted on the block-installing vehicle 60 to generate a guide signal having a frequency different from the guide signal transmitted from the reference point block 30. A new reference point block 30 for transmitting is installed on the ceiling or floor surface of the tunnel tunnel 10 on the vertical line of the track 11, and after installation, it exits the tunnel tunnel 10. After that, the surveying vehicle 40 receives the guidance signal from the new reference point block 30 with the receiving device 41, and, for example, based on the received intensity, the tunnel in which the new reference point block 30 is installed. Move to mine position 10.
【0021】尚、移動後には、先に述べたような求心用
レーザー光出力装置52からのレーザー光が、前記新た
な基準点ブロック30の基準盤33に照射される位置
を、前記集中監視盤S側にて行われる画像処理で検出
し、この検出結果に基づいて、前記レーザー光が前記基
準盤33の中心位置に照射されるように前記集中監視盤
Sが測量用自走車40を誘導、設置する。After the movement, the position where the laser beam from the centripetal laser beam output device 52 as described above is applied to the reference plate 33 of the new reference point block 30 is set to the central monitoring panel. The central monitoring board S guides the surveying vehicle 40 so that the laser light is irradiated to the central position of the reference board 33 based on the detection result detected by the image processing performed on the S side. , Install.
【0022】そして、前記測量用自走車40の視準用レ
ーザー光出力装置54は、移動前に前記集中監視盤Sが
検出していた前記シールド機20の位置に基づいて、前
記指標22に向けてレーザー光を出力、照射し、以後、
前述と同様の動作によるシールド機20の位置測量が行
われる。The collimating laser light output device 54 of the surveying self-propelled vehicle 40 is directed toward the index 22 based on the position of the shield machine 20 detected by the centralized monitoring board S before the movement. Output and irradiate laser light,
The position measurement of the shield machine 20 is performed by the same operation as described above.
【0023】尚、本実施例ではトンネル坑道10内を掘
進するシールド機20の位置を測量する場合について説
明したが、本発明は、例えば、所定の造成地にて造成作
業を行う建設用重機の位置を測量する場合等にも適用可
能であり、この場合には、図6(a),(b)に示すよ
うに、前記測量用自走車40及びブロック設置用自走車
60の各々に、軌道走行用の車輪44,64の代わりに
無端ベルト45,65を設け、前記図示しない造成地上
を自由に走行するようにしてもよい。In the present embodiment, the case of measuring the position of the shield machine 20 that travels in the tunnel gallery 10 has been described. However, the present invention is applicable to, for example, a heavy construction machine that performs construction work on a predetermined construction site. It is also applicable to the case of measuring the position, and in this case, as shown in FIGS. 6 (a) and 6 (b), the self-propelled vehicle 40 for surveying and the self-propelled vehicle 60 for block installation are respectively provided. Alternatively, endless belts 45 and 65 may be provided instead of the wheels 44 and 64 for orbital traveling so as to freely travel on the above-mentioned construction ground (not shown).
【0024】[0024]
【発明の効果】上述したように本発明の移動物体の自動
位置測量方法によれば、所定の領域内を移動する移動物
体に指標を設け、前記所定領域内の所定位置に設置した
自走可能な測量用自走車上から出力されるレーザー光
を、前記指標を自動追尾しつつ該指標に照射して、前記
移動物体の位置を自動測量する際に、該移動物体の移動
に伴って、前記測量用自走車上からの前記指標の追尾が
不可能となったときには、前記移動物体と測量用自走車
との間で且つ該測量用自走車からの追尾が可能な範囲内
の前記所定領域位置に、該所定領域内を自走可能なブロ
ック設置用自走車を誘導、設置し、その設置位置におけ
る前記所定領域位置に、固有の周波数の誘導信号を発信
する基準点ブロックを、前記ブロック設置用自走車上の
ブロック設置装置により設置させ、この基準点ブロック
が設置された前記所定領域位置に前記測量用自走車を移
動、設置するようにした。このため、所定領域内を移動
する移動物体の移動に伴う、該移動物体の位置を測量す
る測量手段の移動、設置位置替えを人手によらず自動で
行うことができ、よって、前記移動物体の位置を測量す
る作業の自動化を図り、ひいては、フィードバック制御
による前記移動物体の姿勢制御を無人で行うことができ
る。As described above, according to the method for automatically measuring the position of a moving object of the present invention, an index is provided on a moving object that moves within a predetermined area, and the mobile object can be self-propelled installed at a predetermined position within the predetermined area. Laser light output from the self-propelled vehicle for surveying, irradiating the index while automatically tracking the index, when automatically measuring the position of the moving object, along with the movement of the moving object, When the tracking of the index from the surveying self-propelled vehicle becomes impossible, it is between the moving object and the surveying self-propelled vehicle and within a range in which tracking from the surveying self-propelled vehicle is possible. A reference point block that guides and installs a block-installing self-propelled vehicle capable of self-propelling in the predetermined area at the predetermined area position, and transmits a guidance signal of a unique frequency to the predetermined area position at the installation position. , The block installation device on the self-propelled vehicle for installing the block Ri is established, moving the surveying self-propelled vehicle in the predetermined area position where the reference point blocks are assembled and to be installed. For this reason, the movement of the surveying means for measuring the position of the moving object and the change of the installation position can be automatically performed without the need of manpower, which accompanies the movement of the moving object moving in the predetermined area. It is possible to automate the work of measuring the position, and consequently to perform the posture control of the moving object by feedback control unattended.
【図1】本発明の移動物体の自動位置測量方法の一実施
形態を示す説明図である。FIG. 1 is an explanatory diagram showing an embodiment of an automatic position measuring method for a moving object of the present invention.
【図2】図1の指標の概略構成を示す説明図である。FIG. 2 is an explanatory diagram showing a schematic configuration of the index of FIG.
【図3】図1の基準点ブロックの概略構成を示すもの
で、図3(a)は天井取着用の基準点ブロックを示す説
明図、図3(b)は床面取着用の基準点ブロックを示す
説明図である。3 shows a schematic configuration of the reference point block of FIG. 1, FIG. 3 (a) is an explanatory view showing a reference point block for ceiling mounting, and FIG. 3 (b) is a reference point block for floor mounting. FIG.
【図4】図4(a)は図1に示す測量用自走車の概略構
成の一例を示す説明図、図4(b)は図1に示すブロッ
ク設置用自走車の概略構成の一例を示す説明図である。4 (a) is an explanatory diagram showing an example of a schematic configuration of the surveying vehicle as shown in FIG. 1, and FIG. 4 (b) is an example of a schematic configuration of the block-installing vehicle as shown in FIG. FIG.
【図5】図1の集中監視盤のディスプレイに表示される
画面の内容を示すもので、図5(a)は求心用テレビカ
メラによる撮像画面を示す説明図、図5(b)は視準用
テレビカメラによる撮像画面を示す説明図である。5 shows the contents of the screen displayed on the display of the centralized monitoring board of FIG. 1, FIG. 5 (a) is an explanatory view showing an image pickup screen by a centripetal television camera, and FIG. 5 (b) is for collimation. It is explanatory drawing which shows the imaging screen by a television camera.
【図6】図4(a),(b)に示す測量用自走車及びブ
ロック設置用自走車の他の例を示すもので、図6(a)
は測量用自走車の他の例を示す説明図、図6(b)はブ
ロック設置用自走車の他の例を示す説明図である。FIG. 6 shows another example of the surveying vehicle and the block-installing vehicle shown in FIGS. 4 (a) and 4 (b).
FIG. 6 is an explanatory diagram showing another example of the surveying vehicle, and FIG. 6B is an explanatory diagram showing another example of the block-installing vehicle.
10 トンネル坑道(所定領域) 20 シールド機(移動物体) 22 指標 30 基準点ブロック 40 測量用自走車 54 視準用レーザー光出力装置 60 ブロック設置用自走車 B ブロック設置装置 10 tunnel shaft (predetermined area) 20 shield machine (moving object) 22 index 30 reference point block 40 self-propelled vehicle for surveying 54 laser light output device for collimation 60 self-propelled vehicle for block installation B block installation device
Claims (1)
を自動測量する方法であって、 前記移動物体の所定位置に指標を設置し、 前記所定領域内の所定位置に、該所定領域内を自走可能
な測量用自走車を設置し、 前記測量用自走車上から前記指標にレーザー光を照射し
て、該指標を自動追尾しつつ前記移動物体の位置を測量
すると共に、 前記移動物体の移動に伴って、前記所定位置に設置され
た前記測量用自走車上からの前記指標の追尾が不可能と
なったときには、該測量用自走車から誘導信号を発信さ
せ、 前記測量用自走車からの誘導信号に基づいて、前記移動
物体と測量用自走車との間で且つ該測量用自走車からの
追尾が可能な範囲内の前記所定領域位置に、該所定領域
内を自走可能なブロック設置用自走車を誘導、設置し、 前記ブロック設置用自走車の設置位置における前記所定
領域位置に、該ブロック設置用自走車上に搭載されたブ
ロック設置装置によって、前記誘導信号とは異なる固有
の周波数の誘導信号を発信する基準点ブロックを設置さ
せ、 前記基準点ブロックからの誘導信号に基づいて、前記測
量用自走車を、前記基準点ブロックが設置された前記所
定領域位置に移動、設置するようにした、 ことを特徴とする移動物体の自動位置測量方法。1. A method for automatically measuring the position of a moving object moving in a predetermined area, wherein an index is set at a predetermined position of the moving object, and the index is set at a predetermined position in the predetermined area. A self-propelled surveying self-propelled vehicle is installed, the index is irradiated with laser light from the surveying self-propelled vehicle, and the position of the moving object is measured while automatically tracking the index, With the movement of the moving object, when it becomes impossible to track the index from the surveying self-propelled vehicle installed at the predetermined position, a guidance signal is transmitted from the surveying self-propelled vehicle, Based on the guidance signal from the surveying self-propelled vehicle, at the predetermined area position between the moving object and the surveying self-propelled vehicle and within a range where tracking from the surveying self-propelled vehicle is possible, Guide and install a self-propelled vehicle for block installation that can be self-propelled in the area. A standard for transmitting an induction signal of a unique frequency different from the induction signal by the block installation device mounted on the block installation vehicle at the predetermined area position in the installation position of the vehicle installation vehicle for installation A point block is installed, and based on a guidance signal from the reference point block, the surveying vehicle is moved to and installed in the predetermined area position where the reference point block is installed. A method for automatically measuring the position of a moving object.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3248241A JP2845647B2 (en) | 1991-09-02 | 1991-09-02 | Automatic positioning of moving objects |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3248241A JP2845647B2 (en) | 1991-09-02 | 1991-09-02 | Automatic positioning of moving objects |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0560567A true JPH0560567A (en) | 1993-03-09 |
JP2845647B2 JP2845647B2 (en) | 1999-01-13 |
Family
ID=17175260
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3248241A Expired - Fee Related JP2845647B2 (en) | 1991-09-02 | 1991-09-02 | Automatic positioning of moving objects |
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Country | Link |
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JP (1) | JP2845647B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1997008429A1 (en) * | 1995-08-28 | 1997-03-06 | Komatsu Ltd. | Method and apparatus for measuring position and attitude of tunnel boring machine |
US9162249B2 (en) | 2008-10-01 | 2015-10-20 | Panasonic Intellectual Property Management Co., Ltd. | Paste dispenser for applying paste containing fillers using nozzle with pin and application method using the same |
-
1991
- 1991-09-02 JP JP3248241A patent/JP2845647B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1997008429A1 (en) * | 1995-08-28 | 1997-03-06 | Komatsu Ltd. | Method and apparatus for measuring position and attitude of tunnel boring machine |
US9162249B2 (en) | 2008-10-01 | 2015-10-20 | Panasonic Intellectual Property Management Co., Ltd. | Paste dispenser for applying paste containing fillers using nozzle with pin and application method using the same |
Also Published As
Publication number | Publication date |
---|---|
JP2845647B2 (en) | 1999-01-13 |
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