JPH0212561Y2 - - Google Patents

Info

Publication number
JPH0212561Y2
JPH0212561Y2 JP6301984U JP6301984U JPH0212561Y2 JP H0212561 Y2 JPH0212561 Y2 JP H0212561Y2 JP 6301984 U JP6301984 U JP 6301984U JP 6301984 U JP6301984 U JP 6301984U JP H0212561 Y2 JPH0212561 Y2 JP H0212561Y2
Authority
JP
Japan
Prior art keywords
light
receiving element
light receiving
laser beam
receiving
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
Application number
JP6301984U
Other languages
Japanese (ja)
Other versions
JPS60176110U (en
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 filed Critical
Priority to JP6301984U priority Critical patent/JPS60176110U/en
Publication of JPS60176110U publication Critical patent/JPS60176110U/en
Application granted granted Critical
Publication of JPH0212561Y2 publication Critical patent/JPH0212561Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Length Measuring Devices By Optical Means (AREA)

Description

【考案の詳細な説明】 本考案は位置計測装置に関するもので、とくに
レーザ光線を用いて計測対象物の位置を計測する
位置計測装置を提供することを目的とするもので
あり、トンネルのシールド工法等における掘削機
の位置や方向の計測または構造物等の変位計測に
利用することができる位置計測装置である。
[Detailed description of the invention] The present invention relates to a position measuring device, and in particular, the purpose is to provide a position measuring device that measures the position of an object to be measured using a laser beam. This is a position measuring device that can be used to measure the position and direction of excavators, etc., or to measure the displacement of structures, etc.

すなわち、本考案の位置計測装置は、レーザ光
線の発光部を微少角で回転せしめ、その回転角と
測定物との距離により位置を計測するものであ
る。
That is, the position measuring device of the present invention rotates the laser beam emitting part by a minute angle, and measures the position based on the rotation angle and the distance to the object to be measured.

以下、本考案の位置計測装置と該位置計測装置
による計測方法を図面にしたがつて説明する。第
1図は本考案位置計測装置の計測原理を示す説明
図である。1は一端から所定の極細光束を投光す
るようになるレーザ発光器であり、該レーザ発光
器1は水平方向旋回自在になる微少角旋回盤2に
対して光束軸芯Lが微少角旋回盤2の回転軸芯O
と交差する位置に固設するとともに、適宣回動伝
達機構を介してステツプモータ3と該微少角旋回
盤2を回動連結してなる。4は被計測物aの一部
に固設する受光台であり、該受光台4の上面には
異なつた二点に上記レーザ光を受光感知するよう
になる第一受光素子5と第二受光素子群6を設
け、該第二受光素子群6は受光台4と直交する方
向に多数の受光素子6a,6b,6c…を連続し
て並設してなる(第2図参照)。該第一受光素子
5、第二受光素子群6の各受光素子6a,6b,
6c…受光出力と前記ステツプモータ3のステツ
プ数出力をマイクロコンピユータ7に入力するよ
うになる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The position measuring device of the present invention and the measuring method using the position measuring device will be explained below with reference to the drawings. FIG. 1 is an explanatory diagram showing the measurement principle of the position measuring device of the present invention. Reference numeral 1 denotes a laser emitter that emits a predetermined ultra-fine beam from one end, and the laser emitter 1 has a very small angle turning table 2 that allows the beam axis L to rotate freely in the horizontal direction. 2 rotation axis O
The step motor 3 and the minute angle turning table 2 are fixedly installed at a position intersecting with the motor 3, and are rotatably connected to the step motor 3 through an appropriate rotation transmission mechanism. 4 is a light receiving stand fixed to a part of the object to be measured a, and on the upper surface of the light receiving stand 4 there are a first light receiving element 5 and a second light receiving element that receive and sense the laser beam at two different points. An element group 6 is provided, and the second light-receiving element group 6 is made up of a large number of light-receiving elements 6a, 6b, 6c, . Each light receiving element 6a, 6b of the first light receiving element 5, second light receiving element group 6,
6c...The light receiving output and the step number output of the step motor 3 are input to the microcomputer 7.

つぎに、上記構成の位置計測装置によつて被計
測物aの位置を計測する方法を説明する。
Next, a method of measuring the position of the object to be measured a using the position measuring device having the above configuration will be explained.

たとえば第一受光素子5までの距離がL1の位
置にレーザ発光器1の回転軸芯Oをセツトし、こ
のときの上記距離L1方向の受光素子5と受光素
子群6間の長さがL2であることをあらかじめ計
測して既知値L1,L2を得る。この状態で微少角
旋回盤2を旋回してレーザ光束Lを受光素子5と
受光素子群6間に位置せしめ、この位置からステ
ツプモータ3を駆動して微少角旋回盤2を左右方
向に旋回し、レーザ発光器1から投光される極細
のレーザ光束Lをそれぞれ受光素子5と受光素子
群6のいずれかの受光素子により受光するととも
に、その受光信号時のステツプモータ3の入力信
号をマイクロコンピユータ7で読みとると同時
に、ステツプ数と1ステツプ当りの微少角旋回盤
2の旋回角度から第一受光素子5側の旋回角度θ
1と第二受光素子6側の旋回角度θ2が演算計測
される。
For example, if the rotation axis O of the laser emitter 1 is set at a position where the distance to the first light receiving element 5 is L1 , then the length between the light receiving element 5 and the light receiving element group 6 in the above distance L1 direction is By measuring in advance that L 2 is true, known values L 1 and L 2 are obtained. In this state, the minute angle turning table 2 is rotated to position the laser beam L between the light receiving element 5 and the light receiving element group 6, and from this position, the step motor 3 is driven to turn the minute angle turning table 2 in the left and right direction. , the ultrafine laser beam L emitted from the laser emitter 1 is received by either the light receiving element 5 or the light receiving element group 6, and the input signal of the step motor 3 at the time of the received light signal is sent to the microcomputer. At the same time, the rotation angle θ on the first light receiving element 5 side is determined from the number of steps and the rotation angle of the minute angle turning table 2 per step.
1 and the turning angle θ2 on the second light receiving element 6 side are calculated and measured.

したがつて第一受光素子5と第二受光素子6の
レーザ光束Lから距離x1,x2は x1=L1tanθ1 x2=(L1+L2)tanθ2 によつて計出され、また上記x1とx2の値からレー
ザ光束Lと両受光素子5,6を結ぶ線分の角度θ
が θ=tan-1x1+x2/L2 によつて計出される。
Therefore, the distances x 1 and x 2 from the laser beam L of the first light receiving element 5 and the second light receiving element 6 are calculated by x 1 = L 1 tan θ 1 x 2 = (L 1 + L 2 ) tan θ 2 . , and from the values of x 1 and x 2 above, the angle θ of the line segment connecting the laser beam L and both light receiving elements 5 and 6
is calculated by θ=tan -1 x 1+ x 2 /L 2 .

すなわち、上記計出値x1,x2およびθは被計測
物aに固着した受光台の絶対位置を検出するもの
で、この検出値から被計測物aの水平方向の絶対
位置を計測される。
That is, the above measured values x 1 , x 2 and θ are used to detect the absolute position of the light receiving stand fixed to the object to be measured a, and from these detected values, the absolute position of the object to be measured in the horizontal direction is measured. .

また被計測物aの鉛直方向の絶対位置はレーザ
投光器1からレーザ光束Lを投光したとき、第二
受光素子群6の並列した受光素子6a,6b,6
c…のうちの一個が受光するようになるからあら
かじめ配設ピツチをマイクロコンピユータ7に入
力しておく事により水平方向の計測と同時に計測
されるものである。
Further, the absolute position of the object to be measured in the vertical direction is determined by the parallel light receiving elements 6a, 6b, 6 of the second light receiving element group 6 when the laser beam L is emitted from the laser projector 1.
Since one of c... will receive light, by inputting the arrangement pitch into the microcomputer 7 in advance, the measurement can be performed simultaneously with the measurement in the horizontal direction.

上記位置計測装置は第3図に示すようにトンネ
ルシールド工法の自動掘削機の位置および姿勢制
御の検出手段に利用するもので自動掘削機10の
一部に受光台4を固設するとともに、トンネル穴
11の後方にレーザ発光器1を設置し、常時レー
ザ光を旋回照射しながら位置計測装置を検出し、
該計測値により上記自動掘削機10の姿勢を修正
制御することができる。
As shown in FIG. 3, the above-mentioned position measuring device is used as a detection means for controlling the position and attitude of an automatic excavator using the tunnel shield construction method. A laser emitter 1 is installed behind the hole 11, and the position measuring device is detected while rotating and irradiating the laser beam at all times.
Based on the measured value, the attitude of the automatic excavator 10 can be corrected and controlled.

また第4図は構造物12の変位計測の実施例を
示すもので、この計測の場合微少角旋回盤2が垂
直面内で旋回するように支持するとともに、構造
物12の計測部位に受光台4を両受光素子5,6
面が垂直方向になるように固設することにより、
該計測部位の変位および傾倒を計測することがで
きる。
FIG. 4 shows an example of measuring the displacement of the structure 12. In this measurement, the small angle turning table 2 is supported so as to rotate in a vertical plane, and a light receiving stand is placed at the measurement site of the structure 12. 4 to both light receiving elements 5 and 6
By fixing the surface vertically,
Displacement and inclination of the measurement site can be measured.

以上述べたように本考案の位置計測装置によれ
ば被計測物の絶対位置と姿勢(向き)を経時的に
測定することができるので各種自動機器等の位置
姿勢制御や、構造物等の経時変位計測を行なうこ
とができるもので、きわめて利用範囲の広いもの
である。また本考案の位置計測装置は構造がきわ
めて簡単でありレーザ光を使用しているため、建
設現場等の悪い雰囲気においても利用可能であ
り、本考案の実用的効果は大きい。
As described above, the position measuring device of the present invention can measure the absolute position and orientation (orientation) of the object to be measured over time, so it can be used to control the position and orientation of various automatic devices, etc., and to monitor structures etc. over time. It is capable of measuring displacement and has an extremely wide range of uses. Further, since the position measuring device of the present invention has a very simple structure and uses laser light, it can be used even in a bad atmosphere such as a construction site, and the practical effects of the present invention are great.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案位置計測装置の一実施例の平面
図とその計測方法を示す説明図、第2図は第1図
における−線断面図、第3図は自動掘削機の
位置および姿勢計測の実施態様を示す説明図、第
4図は構造物の変位計測の実施態様を示す説明図
である。 1……レーザ発光器、2……微少角旋回盤、3
……ステツプモータ、4……受光台、5,6……
受光素子、7……マイクロコンピユータ、L……
レーザ光束。
Fig. 1 is a plan view of an embodiment of the position measuring device of the present invention and an explanatory diagram showing its measurement method, Fig. 2 is a sectional view taken along the - line in Fig. 1, and Fig. 3 is a position and attitude measurement of an automatic excavator. FIG. 4 is an explanatory diagram showing an embodiment of displacement measurement of a structure. 1...Laser emitter, 2...Small angle turning machine, 3
...Step motor, 4... Light receiving stand, 5, 6...
Light receiving element, 7...Microcomputer, L...
laser beam.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ステツプモータにより旋回駆動し、光束軸芯を
該旋回軸芯と直交するようになり、一端からレー
ザ光を投光するレーザ発光器から構成されるレー
ザ光投光部と、被計測物の一部に取り付けられる
受光台の異なる2点に上記レーザ光を受光感知す
る受光素子と受光素子群をそれぞれ設け該受光素
子群が上記2点を含む面と直交方向に並列した多
数の受光素子からなる受光部と、上記ステツプモ
ータのステツプ数からレーザ発光器の微少旋回角
度を演算すると同時に上記受光素子からの入力信
号により、該旋回角度を計出する数値制御部とか
らなり、受光台の絶対位置と方向を計測するよう
にしたことを特徴とする位置計測装置。
A laser beam projecting section consisting of a laser emitter that is driven by a step motor to make the beam axis perpendicular to the rotation axis and emits a laser beam from one end, and a part of the object to be measured. A light-receiving element and a light-receiving element group for receiving and sensing the laser beam are provided at two different points on a light-receiving stand attached to the holder, respectively, and the light-receiving element group is composed of a large number of light-receiving elements arranged in parallel in a direction perpendicular to a plane containing the two points. and a numerical control section that calculates the slight turning angle of the laser emitter from the number of steps of the step motor and at the same time calculates the turning angle based on the input signal from the light receiving element. A position measuring device characterized by measuring a direction.
JP6301984U 1984-05-01 1984-05-01 position measuring device Granted JPS60176110U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6301984U JPS60176110U (en) 1984-05-01 1984-05-01 position measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6301984U JPS60176110U (en) 1984-05-01 1984-05-01 position measuring device

Publications (2)

Publication Number Publication Date
JPS60176110U JPS60176110U (en) 1985-11-21
JPH0212561Y2 true JPH0212561Y2 (en) 1990-04-09

Family

ID=30592775

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6301984U Granted JPS60176110U (en) 1984-05-01 1984-05-01 position measuring device

Country Status (1)

Country Link
JP (1) JPS60176110U (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62231116A (en) * 1986-03-31 1987-10-09 Kumamoto Tekunoporisu Zaidan Fine movement detecting device
JP2505010Y2 (en) * 1989-08-01 1996-07-24 石川島播磨重工業株式会社 Corner target for position measurement
JP2524535B2 (en) * 1990-01-16 1996-08-14 五洋建設株式会社 Position measuring method for shield excavator

Also Published As

Publication number Publication date
JPS60176110U (en) 1985-11-21

Similar Documents

Publication Publication Date Title
US7196302B2 (en) Laser measuring method and laser measuring system having fan-shaped tilted laser beams and three known points of photodetection system
JP2589819B2 (en) Detection and display device
US7115852B2 (en) Photodetection device for rotary laser system
JPH0212561Y2 (en)
JP2001091249A (en) Hollow cross section measuring device
JPS62269010A (en) Building accuracy measuring method for steel column using laser vertical gauge and apparatus therefor
JP2640766B2 (en) Method and apparatus for detecting relative angle in two-dimensional measurement by laser displacement meter
JP2926101B2 (en) Vertical measurement system
JPH0128406Y2 (en)
JPH03180669A (en) Vertical plumbing method for building member
KR930010452B1 (en) Method and device for inspecting duct
JPH044969Y2 (en)
JP2519291B2 (en) Automatic tracking type level detector
JP3444984B2 (en) Measurement point coordinate measuring device and coordinate measuring method
JPS63153420A (en) Method and device for detecting installing position of cross section measuring instrument
JPH04309809A (en) Inside tunnel measuring method in tunnel excavation work
JPS6197506A (en) Section measuring apparatus for tunnel
JP2001074459A (en) Method and apparatus for taking size of room
JP2926103B2 (en) Vertical measurement system
JPS62287107A (en) Center position measuring instrument
JPH0510758A (en) Method and device for surveying curve
JPH0372209A (en) Measuring apparatus of displacement of rail
JPS63225120A (en) One-man surveying system
JPH0843093A (en) Method for measuring position of completed part of construction and heavy machine during construction
JPH034886Y2 (en)