JPH01110209A - Topographic analyzer for hollow or the like - Google Patents

Topographic analyzer for hollow or the like

Info

Publication number
JPH01110209A
JPH01110209A JP26737887A JP26737887A JPH01110209A JP H01110209 A JPH01110209 A JP H01110209A JP 26737887 A JP26737887 A JP 26737887A JP 26737887 A JP26737887 A JP 26737887A JP H01110209 A JPH01110209 A JP H01110209A
Authority
JP
Japan
Prior art keywords
hollow
laser light
guide
depressions
mirror
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.)
Pending
Application number
JP26737887A
Other languages
Japanese (ja)
Inventor
Hiroshi Shimizu
宏 清水
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.)
KIKUKADOU KK
Original Assignee
KIKUKADOU KK
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 KIKUKADOU KK filed Critical KIKUKADOU KK
Priority to JP26737887A priority Critical patent/JPH01110209A/en
Publication of JPH01110209A publication Critical patent/JPH01110209A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To achieve a highly accurate topographic analysis for a hollow or the like with a relatively handy construction, by photographing a locus of a laser light moving by steps to analyze the topography of the hollow or the like. CONSTITUTION:A guide rope 3 is arranged vertically almost the center of a hollow 1 and guide ropes 2 and 4 are mounted horizontally in the East-Western way and in the South-Northern way. Moving bodies 13-15 movable by steps are engaged with the guide ropes 2-4 and a laser light source 10, a mirror 12 and a motor 11 for turning the mirror 12 are placed separately on the moving bodies 13-15. Then, the moving bodies 13-15 are moved by steps and the mirror 12 is turned to radiate laser beams 16-18 to the inner surface of the hollow 1. Then, a contour line and a equi-space line obtained are taken with a camera and undergoes a computer processing thereby enabling analysis and measurement of the hollow 1.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は窪地、凹凸地等の地形を精密に測定、解析する
窪地等の地形解析装置に関するもので、さらに詳しく言
えば、ステップ状に移動するレーザ光の軌跡を撮像して
窪地等の地形を解析する窪地等の地形解析装置に関する
ものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a terrain analysis device for depressions, etc., which accurately measures and analyzes terrain such as depressions and uneven terrain. The present invention relates to an apparatus for analyzing terrain such as depressions, which analyzes terrain such as depressions by imaging the locus of laser light.

〔従来の技術〕[Conventional technology]

広範な地形等を図面化するには、従来よりステレオ写真
等の技術が知られている。これは、異なる角度より撮影
された画像を解析して距離を計算により求めるもので、
一般に測定密度を高めることが難しく、精密な解析には
高度なコンピュータ処理技術が必要とされる。また、航
空写真による方法も知られる。
2. Description of the Related Art Techniques such as stereo photography have been known for drawing a wide range of topography. This method analyzes images taken from different angles and calculates the distance.
Generally, it is difficult to increase the measurement density, and advanced computer processing techniques are required for precise analysis. A method using aerial photography is also known.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

この従来方式では測定精度を高めることが難しく、解析
に時間がかかると共に、精密な解析には高度なコンピュ
ータ処理技術が必要とされる。更に、航空写真による方
法は、比較的小規模の窪地の測定及び解析には不向きで
ある。
With this conventional method, it is difficult to improve measurement accuracy, analysis takes time, and precise analysis requires advanced computer processing technology. Furthermore, aerial photographic methods are unsuitable for measuring and analyzing relatively small-scale depressions.

本発明はこのような問題点を解決するために創作された
もので、比較的節易な構成で、極めて高精度に窪地等の
地形解析をすることが可能な窪地等の地形解析装置を提
供することを目的とする。
The present invention was created to solve these problems, and provides a terrain analysis device for depressions, etc., which has a relatively simple configuration and is capable of analyzing terrain, such as depressions, with extremely high accuracy. The purpose is to

〔問題点を解決するための手段〕[Means for solving problems]

本発明の窪地等の地形解析装置は、窪地等のほぼ中央よ
り垂直に立設した第1の案内索と、前記窪地に対して水
平方向に懸架した第2の案内索と、前記第2の案内索と
直交させて懸架した第3の案内索と、前記第1、第2、
第3の案内索に沿って移動可能にした移動体と、前記移
動体に設置されたレーザ光源及びそのレーザ光源からの
レーザ光を偏向させる回転可能なミラーと、前記窪地等
に照射されたレーザ光の軌跡を記録するための撮像装置
とから成り、更に、本発明の好適な実施態様によれば、
移動体がステップ状に移動し、レーザ光が回転可能なミ
ラーにより直角方向に偏向される。
The terrain analysis device for depressions, etc. of the present invention includes a first guide cable vertically installed from approximately the center of the depression, a second guide cable suspended horizontally with respect to the depression, and a second guide cable suspended in the horizontal direction with respect to the depression. a third guide cable suspended orthogonally to the guide cable;
A movable body movable along a third guide rope, a laser light source installed on the movable body, a rotatable mirror that deflects the laser light from the laser light source, and a laser irradiated onto the depression etc. and an imaging device for recording the trajectory of light, further according to a preferred embodiment of the invention:
The moving body moves stepwise, and the laser beam is deflected in a right angle direction by a rotatable mirror.

〔作 用〕[For production]

窪地等のほぼ中央に立設、即ち、Y軸方向に設置された
案内索に沿ってレーザ光源を段階状に移動させる。段階
状に移動されるレーザ光源は、回転ミラーにより偏向さ
れて円盤状の軌跡を描きながら、被測定地を照射する。
A laser light source is moved stepwise along a guide cable that is installed approximately in the center of a depression or the like, that is, installed in the Y-axis direction. The laser light source, which is moved in steps, is deflected by a rotating mirror and irradiates the measurement site while drawing a disk-shaped trajectory.

案内索は窪地等のX及びZ軸方向にも配設されると共に
、これらの案内索にも同様に移動するレーザ光源が備え
られる。レーザ光で照射された窪地等の間隔図形は、撮
像装置にて撮影される。撮像装置にて撮影された線図形
の情報をコンピュータ処理することにより、窪地の解析
及び測定が行われる。
Guide ropes are also arranged in the X- and Z-axis directions in depressions and the like, and these guide ropes are also equipped with moving laser light sources. The spaced figures, such as depressions, irradiated with laser light are photographed by an imaging device. Analysis and measurement of depressions are performed by computer processing information on line figures photographed by an imaging device.

〔実施例〕〔Example〕

以下本発明の実施例を添付図面に依拠して説明する。図
は本発明の実施例の斜視図であって、図中1は被測定窪
地を示す。窪地1のほぼ中央には、垂直方向に第1の案
内索3が立設されている。この案内索3は、気球9によ
り垂直方向に牽引される。気球9の底部には、一端が地
面に固定された固定ワイヤー8が接続され、風による気
球の移動が防止されると共に、後述するレーザ光源の不
要な揺動が防止されるようになっている。第1の案内索
3には、レーザ光源10、ミラー12及びミラー12を
回転させるモータ11を載置すると共に、第1案内索3
に沿って段階状に移動可能な移動体14が(本設される
。どの移動体14はパルスモータ等により駆動するが、
段階的にこのような移動体を移動させる方法は周知なの
で、その説明は省略する。なお、ミラー12の回転用モ
ータ11を用いて移動体14を移動させることも可能で
あるが、制御が多少複雑なものとなる。参考までに説明
すると、モータ11を駆動して第1案内索3と歯合する
ギアを回転させ、例えば10cm程度移動体14を上方
に移動させる。
Embodiments of the present invention will be described below with reference to the accompanying drawings. The figure is a perspective view of an embodiment of the present invention, and numeral 1 in the figure indicates a depression to be measured. A first guide cable 3 is vertically erected approximately at the center of the depression 1. This guide rope 3 is pulled in a vertical direction by a balloon 9. A fixed wire 8 with one end fixed to the ground is connected to the bottom of the balloon 9 to prevent the balloon from moving due to wind and to prevent unnecessary swinging of the laser light source, which will be described later. . A laser light source 10, a mirror 12, and a motor 11 for rotating the mirror 12 are mounted on the first guide rope 3.
A moving body 14 that can move stepwise along
Since the method of moving such a moving object step by step is well known, its explanation will be omitted. Although it is possible to move the movable body 14 using the motor 11 for rotating the mirror 12, the control becomes somewhat complicated. For reference, the motor 11 is driven to rotate a gear that meshes with the first guide cable 3, and the movable body 14 is moved upward, for example, by about 10 cm.

その後、歯合を解除させ、レーザ光源10に信号を送っ
てレーザビームを反射させると共にミラー12を回転さ
せる。この場合、ミラー12はモータ11の回転と共に
常時回転していても良い。ミラー12の回転によって窪
地lには、偏向されたレーザビーム17による等直線が
描かれる。この等直線を撮像装置にて撮影した後、再度
移動体14を上方に、例えば10cm移動させて同様に
撮影する。これにて撮像装置には、例えば10cm間隔
の等直線が記録される。窪地1のX軸方向及びZ軸方向
についても、レーザビームによる等間隔線を描(ために
同様な装置が設けられる。なお、X軸方向は、一般に地
図上の東西方向であり、また、Z軸方向は地図上の南北
方向である。
Thereafter, the meshing is released, a signal is sent to the laser light source 10 to reflect the laser beam, and the mirror 12 is rotated. In this case, the mirror 12 may be constantly rotating together with the rotation of the motor 11. By the rotation of the mirror 12, equal straight lines are drawn in the depression l by the deflected laser beam 17. After photographing this equal straight line with an imaging device, the movable body 14 is again moved upward, for example, by 10 cm, and photographed in the same manner. In this way, equal straight lines at intervals of, for example, 10 cm are recorded on the imaging device. A similar device is provided to draw equally spaced lines using a laser beam in the X-axis direction and Z-axis direction of depression 1. Note that the X-axis direction is generally the east-west direction on the map, and the Z-axis direction is The axis direction is the north-south direction on the map.

東西及び南北方向の案内索は水平に懸架するのが望まし
いが、地形によっては水平に懸架できない場合もある。
It is desirable to suspend the guide cables in the east-west and north-south directions horizontally, but depending on the topography, it may not be possible to suspend them horizontally.

この場合は、案内索を斜めに懸架し、後で計算機処理す
る時に角度を入力する等により補正する。X軸方向の案
内索は参照番号2で示される。案内索2の端部はステー
5.5′により支持、固定される。案内索2は中央にた
るみを生じないように懸架することが必要なので、ステ
ー5との結合部において滑車と重りを用い、案内索2に
張力を作用させても良い。
In this case, the guide rope is suspended diagonally and corrected by inputting the angle during computer processing later. The guide line in the X-axis direction is designated by reference number 2. The end of the guide cable 2 is supported and fixed by a stay 5.5'. Since it is necessary to suspend the guide rope 2 without causing any slack in the center, a pulley and a weight may be used at the joint with the stay 5 to apply tension to the guide rope 2.

=6− 案内索2に係設された移動体13もまた、案内索3に係
設された移動体14と同様に段階状に移動する。この際
に、ミラー12により偏向されたレーザ光16が窪地1
に照射される。窪地1のX方向の等間隔線の軌跡が、レ
ーザ光16の照射により撮像装置に記録される。Z軸方
向の案内索は参照番号4で示される。案内索4の端部は
、ステー7.7′により支持、固定される。案内索4は
案内索2と同様に、中央にたるみを生じないように懸架
することが必要なので、ステー7との結合部において、
滑車と重りを用いて案内索4に張力を作用さゼても良い
。案内索4に係設された移動体15もまた、案内索2に
係設された移動体13と同様に段階状に移動する。この
際にミラー12により偏向されたレーザ光18が窪地1
に照射される。窪地1のZ軸方向の等間隔線の軌跡が、
レーザ光18の照射により撮像装置に撮影される。なお
、本実施例では気球9を用いて案内索3を垂直方向に懸
架しているが、窪地1の規模によっては、クレーン等の
他の手段を用いて案内索3を懸架しても良い。また、撮
像装置の取付位置は気球9の下部が良いが、窪地1の周
囲の高所に設置しても良い。更に、複数個所に撮像装置
を備えて複数方向から軌跡を撮像し、機械処理のための
データとすることも可能である。
=6- The movable body 13 attached to the guide rope 2 also moves stepwise like the movable body 14 attached to the guide rope 3. At this time, the laser beam 16 deflected by the mirror 12 is directed to the depression 1.
is irradiated. The locus of equally spaced lines in the X direction of the depression 1 is recorded on the imaging device by irradiation with the laser beam 16. The guide line in the Z-axis direction is designated by reference numeral 4. The end of the guide cable 4 is supported and fixed by a stay 7.7'. Like the guide cable 2, the guide cable 4 needs to be suspended so that no slack occurs in the center, so at the joint with the stay 7,
Tension may be applied to the guide rope 4 using a pulley and a weight. The movable body 15 attached to the guide rope 4 also moves stepwise like the movable body 13 attached to the guide rope 2. At this time, the laser beam 18 deflected by the mirror 12 hits the depression 1.
is irradiated. The locus of equally spaced lines in the Z-axis direction of depression 1 is
An image is taken by the imaging device by irradiation with the laser beam 18. In this embodiment, the balloon 9 is used to suspend the guide cable 3 in the vertical direction, but depending on the scale of the depression 1, the guide cable 3 may be suspended using other means such as a crane. Further, although the imaging device is preferably installed at the bottom of the balloon 9, it may be installed at a high place around the depression 1. Furthermore, it is also possible to provide imaging devices at multiple locations to capture images of the trajectory from multiple directions and use the images as data for mechanical processing.

なお、本発明の思想は、そのまま山地に適用することが
できるこというまでもない。
It goes without saying that the idea of the present invention can be directly applied to mountainous areas.

〔発明の効果〕〔Effect of the invention〕

以上述べてきたように、本発明によれば、比較的簡易な
構成で極めて高精度に窪地等の地形解析が可能な窪地等
の地形解析装置が得られる効果がある。
As described above, according to the present invention, it is possible to obtain a terrain analysis device for depressions, etc., which is capable of analyzing terrain, such as depressions, with extremely high accuracy with a relatively simple configuration.

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

図面は本発明の一実施例の斜視図である。 符号の説明 The drawing is a perspective view of an embodiment of the invention. Explanation of symbols

Claims (3)

【特許請求の範囲】[Claims] (1)窪地等のほぼ中央より垂直に立設した第1の案内
索と、前記窪地等に対して水平方向に懸架した第2の案
内索と、前記第2の案内索と直交させて懸架した第3の
案内索と、前記第1、第2、第3の案内索に沿って移動
可能にした移動体と、前記移動体に設置されたレーザ光
源及びそのレーザ光源からのレーザ光を偏向させる回転
可能なミラーと、前記窪地等に照射されたレーザ光の軌
跡を記録するための撮像装置とから成る窪地等の地形解
析装。
(1) A first guide cable erected vertically from approximately the center of the depression, etc., a second guide cable suspended horizontally with respect to the depression, etc., and suspended orthogonally to the second guide cable. a third guide cable, a movable body movable along the first, second, and third guide cables, a laser light source installed on the movable body, and a laser beam from the laser light source deflected. A terrain analysis device for depressions, etc., comprising a rotatable mirror and an imaging device for recording the locus of laser light irradiated onto the depressions, etc.
(2)移動体がステップ状に移動し、レーザ光が回転可
能なミラーにより直角方向に偏向されることを特徴とす
る特許請求の範囲第1項記載の窪地等の地形解析装置。
(2) The terrain analysis device for depressions and the like according to claim 1, wherein the moving body moves in a stepwise manner and the laser beam is deflected in a right angle direction by a rotatable mirror.
(3)第1の案内索が気球により直角に立設されること
を特徴とする特許請求の範囲第1項記載の窪地等の地形
解析装置。
(3) The terrain analysis device for depressions and the like as set forth in claim 1, wherein the first guide cable is erected at right angles by a balloon.
JP26737887A 1987-10-23 1987-10-23 Topographic analyzer for hollow or the like Pending JPH01110209A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26737887A JPH01110209A (en) 1987-10-23 1987-10-23 Topographic analyzer for hollow or the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26737887A JPH01110209A (en) 1987-10-23 1987-10-23 Topographic analyzer for hollow or the like

Publications (1)

Publication Number Publication Date
JPH01110209A true JPH01110209A (en) 1989-04-26

Family

ID=17444006

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26737887A Pending JPH01110209A (en) 1987-10-23 1987-10-23 Topographic analyzer for hollow or the like

Country Status (1)

Country Link
JP (1) JPH01110209A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014077086A1 (en) * 2012-11-13 2014-05-22 株式会社日立製作所 Shape sensing system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014077086A1 (en) * 2012-11-13 2014-05-22 株式会社日立製作所 Shape sensing system

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