JPS63225120A - One-man surveying system - Google Patents
One-man surveying systemInfo
- Publication number
- JPS63225120A JPS63225120A JP5793287A JP5793287A JPS63225120A JP S63225120 A JPS63225120 A JP S63225120A JP 5793287 A JP5793287 A JP 5793287A JP 5793287 A JP5793287 A JP 5793287A JP S63225120 A JPS63225120 A JP S63225120A
- Authority
- JP
- Japan
- Prior art keywords
- angle
- instrument
- telescope
- surveying
- point
- 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
Links
- 230000003287 optical effect Effects 0.000 claims abstract description 12
- 238000005259 measurement Methods 0.000 claims description 25
- 238000001514 detection method Methods 0.000 claims description 4
- 230000008685 targeting Effects 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000003999 initiator Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Length Measuring Devices By Optical Means (AREA)
Abstract
Description
【発明の詳細な説明】
a、産業上の利用分野
この発明は一人で測量することを可能にした測量システ
ムに関するものである。DETAILED DESCRIPTION OF THE INVENTION a. Field of Industrial Application This invention relates to a surveying system that allows one person to survey.
b、従来の技術
従来の測量は測角機又は測角測距機を設置した地点にそ
の機材を取り扱う技術者を、求めようとする地点に、そ
の点を選定してそこに反射鏡やボールを設置するための
技術者を、それぞれ配置して測量作業を行っており、最
小限二基の技術者が必要であった。b. Conventional technology In conventional surveying, an engineer who handles the equipment is placed at the point where the angle measuring instrument or angle measuring and ranging instrument is installed, and the point is selected and a reflector or ball is placed at that point. A minimum of two engineers were required to carry out the surveying work, with engineers assigned to each site for the installation.
C1発明が解決しようとする問題点
本案は一人の技術者がまず測角測距を行う点に測量装置
を設置し、設置後はその位置に人員を配置することなく
、求めようとする点の選定及び反射鏡やボールの設置を
行い、その点から信号を送ることにより、測角測距機を
遠隔制御して測角測距を行い測量データを求めようとす
るものである。C1 Problems to be Solved by the Invention In this invention, one engineer first installs a surveying device at the point where angle and distance measurement is to be performed, and after installation, the problem to be solved by the invention is solved without placing any personnel in that position. By selecting a point, setting up a reflector or a ball, and sending a signal from that point, the angle and range finder is remotely controlled to perform angle and distance measurements and obtain survey data.
d、問題解決のための手段
その解決手段を第1図方向第2図を参照しながら説明す
る。d. Means for solving the problem The means for solving the problem will be explained with reference to FIG. 1 and FIG. 2.
本システムは概略方向測定機と制御機能付き測角測距機
とからなる測量装置と、規準望遠鏡と投光機とコーナー
プリズムからなる標的装置から構成される。This system consists of a surveying device consisting of a general direction measuring device and an angle and range finder with a control function, and a targeting device consisting of a reference telescope, a projector, and a corner prism.
測量装置は、第1図のように多角柱状をなし、その多角
面に入射角測定機能付きコーナープリズム(実願 62
−14233)を取り付けた一つの面と光到達感知セン
サーを取り付けた数個の面とからなる概略方向測定機を
、イメージセンサ−を望遠鏡内部の焦点位置に取り付け
、入射光の焦点位置における光軸中心との偏位量を測定
できるようにした制御機能付き測角測距機の上に、その
入射角測定機能付きコーナープリズムの中心線と測角測
距機の望遠鏡の光軸中心線とが並行線をなすように取り
付けて作られている。標的装置は第2図のように投光点
を規準する規準望遠鏡と、その規準望遠鏡の光軸と同一
の光軸上に投光できるようなレーザー光源と光学系を備
えた投光機、及びコーナープリズムとからなり、コーナ
ープリズムの三反射面の交点を通して、規準及びレーザ
ー光のコーナープリズム中心線延長方向への投射ができ
るように作られている。The surveying device has a polygonal prism shape as shown in Figure 1, and its polygonal surface is a corner prism with an incident angle measurement function (application 62).
-14233) attached to one surface and several surfaces attached with light arrival detection sensors, the image sensor is attached to the focal position inside the telescope, and the optical axis at the focal position of the incident light is The center line of the corner prism with the angle of incidence measurement function and the optical axis center line of the telescope of the angle and range finder are placed on top of the angle and range finder with a control function that can measure the amount of deviation from the center. They are made by attaching them in parallel lines. The target device, as shown in Figure 2, includes a reference telescope that standardizes the projection point, a projector equipped with a laser light source and optical system that can project light onto the same optical axis as that of the reference telescope, and It consists of a corner prism, and is made so that the reference and laser light can be projected in the direction in which the center line of the corner prism extends through the intersection of the three reflecting surfaces of the corner prism.
e、作用 その作用を第3図方向第4図を参照しながら説明する。e, action The operation will be explained with reference to FIG. 3 and FIG. 4.
測量を行うには、まず測量地域の中心付近で見通しのよ
い測量点にこの測量装置を設置する。To conduct a survey, first set up this surveying device at a survey point with good visibility near the center of the survey area.
ついで標的装置を他の測量点に設置し、第3図−(1)
のように標的装置の規準望遠鏡で測量装置の概略方向測
定機を規準し、レーザー光を発射する。レーザー光は概
略方向測定機の、ある−面の光到達惑知センサー上又は
入射角測定機能付きコーナープリズム上に投射される。Next, the target device is installed at another survey point, and the target device is installed at another survey point and
The target device's standard telescope is used to standardize the surveying device's general direction measuring device, and a laser beam is emitted. The laser light is projected onto a light arrival detection sensor of a certain side of the general direction measuring device or onto a corner prism with an angle of incidence measurement function.
光到達感知センサー上に投射されたときは、その光によ
りセンサーが感知するので、標的装置の設置されている
概略方向が判定でき、第3図−(2)のように制御機能
により測角測距開始体は回転して、この標的装置の概略
方向に向く。このとき入射角測定機能付きコーナープリ
ズムは標的装置に正対する方向に向くことになる。又、
当初から入射角測定機能付きコーナープリズム上に投射
された場合はそのままの方向を維持する。引き続きレー
ザー光を投射するとレーザー光は入射角測定機能付きコ
ーナープリズム上に投射されることになるので、その入
射角方向は入射角測定機能により測定される。When the light is projected onto the sensor, the light is detected by the sensor, so the general direction in which the target device is installed can be determined, and the control function allows angle measurement as shown in Figure 3-(2). The range initiator is rotated to point in the general direction of the targeting device. At this time, the corner prism with an incident angle measurement function is oriented in a direction directly facing the target device. or,
If the beam is projected onto a corner prism with an incident angle measurement function from the beginning, the same direction will be maintained. If the laser beam is subsequently projected, the laser beam will be projected onto the corner prism with an incident angle measuring function, so the direction of the incident angle will be measured by the incident angle measuring function.
測定結果は水平角についてはそのまま制御用のデーター
とし、高度角については入射角測定機能付きコーナープ
リズムと測角測距機の望遠鏡中心の高さの差を修正して
、測角測距機の望遠鏡の規準軸の値に換算した値を制御
用のデーターとして、測角測距機を制御し、第3図−(
3)のようにその望遠鏡は回転して、より正確に標的装
置の方向を向く。測角測距機がこの方向まで向いた段階
で、標的装置の規準望遠鏡の規準点及びレーザー光を投
射する点を、入射角測定機能付きコーナープリズムから
測角測距機の望遠鏡の中心点に変更し、ついで測角測距
開始の信号を送り、測角測距機に測角測距を行わせる。The measurement results are used as control data for the horizontal angle, and for the altitude angle, the difference in height between the center of the telescope of the corner prism with an incident angle measurement function and the angle and range finder is corrected, and the angle and range finder is adjusted. The angle and range finder is controlled using the value converted to the value of the reference axis of the telescope as the control data, and the angle and range finder is controlled.
As in 3), the telescope rotates to point more precisely at the target device. When the angle and range finder is facing in this direction, move the reference point of the reference telescope of the target device and the point where the laser beam is projected from the corner prism with the incident angle measurement function to the center point of the angle and range finder's telescope. Then, a signal to start angle measurement and distance measurement is sent to cause the angle measurement and distance measurement device to perform angle measurement and distance measurement.
このときの測角測距機の測角している方向は標的装置の
中心を正確に規準していないことがあるが、標的装置側
からレーザー光が投射されているので、第4図のように
この光点を測角測距機の望遠鏡内のイメージセンサ−に
より、その光軸中心との偏位量が測定できるので、測定
した測角値にこの量を修正することにより正しい角度値
が求められる。At this time, the angle measurement direction of the angle and range finder may not accurately refer to the center of the target device, but since the laser beam is projected from the target device side, as shown in Figure 4. The amount of deviation of this light point from the center of the optical axis can be measured using the image sensor in the telescope of the angle and range finder, so by correcting this amount to the measured angle value, the correct angle value can be obtained. Desired.
測距値については、少量の方向偏位による測距誤差は無
視できるので、測距値をそのまま正しい距離値として求
められる。Regarding the distance measurement value, since the distance measurement error due to a small amount of directional deviation can be ignored, the distance measurement value can be directly determined as the correct distance value.
f、発明の効果
この方法によれば、多数の点の測量を一人で実施でき、
極めて有効な測量システムを提供できる。f. Effects of the invention According to this method, one person can carry out the survey of many points,
It can provide an extremely effective surveying system.
第1図は測量装置の側視図、第3図は標的装置の側視図
、第3図は作用説明図、第4図は測角偏位量修正説明図
である。
1・・・測量装置、2・・・標的装置、3・・・概略方
向測定機、4・・・制御機能付き測角測距機、5・・・
入射角測定機能付きコーナープリズム、6・・・光到達
感知センサー、7・・・標的装置の規準望遠鏡、8・・
・投光機、9・・・コーナープリズム、10・・・三反
射面の交点、11・・・測角測距機の望遠鏡、12・・
・規準線、13・・・レーザー光、14・・・光軸中心
線、15・・・レーザー光点、16・・・偏位量、17
・・・コーナープリズムの中心線、18・・・イメージ
センサ−0FIG. 1 is a side view of the surveying device, FIG. 3 is a side view of the target device, FIG. 3 is an explanatory diagram of the operation, and FIG. 4 is an explanatory diagram of the angle measurement deviation amount correction. DESCRIPTION OF SYMBOLS 1...Surveying device, 2...Target device, 3...Rough direction measuring device, 4...Angle and range finder with control function, 5...
Corner prism with incident angle measurement function, 6... Light arrival detection sensor, 7... Reference telescope for target device, 8...
・Floodlight, 9... Corner prism, 10... Intersection of three reflective surfaces, 11... Telescope of angle and range finder, 12...
・Reference line, 13... Laser light, 14... Optical axis center line, 15... Laser light point, 16... Deflection amount, 17
...Center line of corner prism, 18...Image sensor-0
Claims (1)
62−014233)を取り付け、他の面には例えば太
陽電池のような光の到達を感知するセンサーを取り付け
た、多角柱状の概略方向測定機と、前記の入射角測定機
能付きコーナープリズムの光軸方向と測角部の光軸を一
致させ、該測角部の望遠鏡の焦点位置、又は、光軸上に
置かれた半透鏡により光軸外の焦点距離に等しい位置に
、例えばイメージセンサーのような、入射光の焦点位置
における光軸中心との偏位量を測定できる光検知センサ
ーを取り付けた望遠鏡を持ち、かつ、前記概略方向測定
機の入力情報により、概略方向測定機と一体となって方
向上の回転ができる構造を持つ制御機能付き測角測距機
から成る測量装置、及び、コーナープリズムの三反射面
の交点位置から、規準した点に対し、例えばレーザーの
ような小発散角の光を発光できるようにした標的装置で
構成されるシステム。A polygonal prism-shaped general direction measuring device with a corner prism with an incident angle measurement function (utility application No. 62-014233) attached to one surface and a sensor for detecting the arrival of light, such as a solar cell, attached to the other surface. Then, align the optical axis direction of the corner prism with the incident angle measurement function with the optical axis of the angle measuring section, and adjust the optical axis by using the focal position of the telescope of the angle measuring section or a semi-transparent mirror placed on the optical axis. The general direction measuring device has a telescope equipped with a light detection sensor, such as an image sensor, which can measure the amount of deviation from the optical axis center at the focal position of the incident light, at a position equal to the outer focal length, and the general direction measuring device Based on the input information, a surveying device consisting of an angle and range finder with a control function that is integrated with a rough direction measuring device and has a structure that can rotate in the direction, and the intersection position of the three reflective surfaces of the corner prism, the standard is determined. A system consisting of a targeting device that can emit light with a small divergence angle, such as a laser, at a point.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5793287A JPS63225120A (en) | 1987-03-14 | 1987-03-14 | One-man surveying system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5793287A JPS63225120A (en) | 1987-03-14 | 1987-03-14 | One-man surveying system |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS63225120A true JPS63225120A (en) | 1988-09-20 |
Family
ID=13069786
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5793287A Pending JPS63225120A (en) | 1987-03-14 | 1987-03-14 | One-man surveying system |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63225120A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006220514A (en) * | 2005-02-09 | 2006-08-24 | Sokkia Co Ltd | Survey system |
JP2006242755A (en) * | 2005-03-03 | 2006-09-14 | Sokkia Co Ltd | Surveying system |
JP2007192600A (en) * | 2006-01-18 | 2007-08-02 | Nikon Corp | Surveying apparatus and system |
-
1987
- 1987-03-14 JP JP5793287A patent/JPS63225120A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006220514A (en) * | 2005-02-09 | 2006-08-24 | Sokkia Co Ltd | Survey system |
JP4648025B2 (en) * | 2005-02-09 | 2011-03-09 | 株式会社 ソキア・トプコン | Surveying system |
JP2006242755A (en) * | 2005-03-03 | 2006-09-14 | Sokkia Co Ltd | Surveying system |
JP2007192600A (en) * | 2006-01-18 | 2007-08-02 | Nikon Corp | Surveying apparatus and system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100580374C (en) | Laser measuring method and laser measuring system | |
US9869549B2 (en) | Robotic laser pointer apparatus and methods | |
US4724480A (en) | Method for optical alignment of one object with respect to another | |
US7022962B2 (en) | Position determining apparatus | |
US9453729B2 (en) | Layout equipment and layout method | |
KR20020097172A (en) | Method for Measuring Three- dimensional Coordinate, Apparatus Thereof and Method for Building Large Construction Therewith | |
JP2846950B2 (en) | Apparatus for forming or defining the position of a measuring point | |
JPH051882B2 (en) | ||
JP2011158371A (en) | Three-dimensional position measuring and marking system, and method of using the same | |
JPH1114357A (en) | Automatic tracking device of surveying equipment | |
US6067152A (en) | Alignment range for multidirectional construction laser | |
WO2000067065A1 (en) | Optical metrology device for precision angular measurement of a pointing mirror | |
US4941739A (en) | Mirror scanner | |
CN111580127B (en) | Mapping system with rotating mirror | |
US7266897B2 (en) | Self-aligning, self plumbing baseline instrument | |
JPS63225120A (en) | One-man surveying system | |
US20130021618A1 (en) | Apparatus and method to indicate a specified position using two or more intersecting lasers lines | |
JP2004061245A (en) | Fully-automatic surveying system and automatic surveying method | |
JP7289252B2 (en) | Scanner system and scanning method | |
US20210063138A1 (en) | Method for adjusting a beam | |
JP3498250B2 (en) | Automatic measuring device and method for long structures such as bridge girder | |
JPS6035608B2 (en) | Position/attitude control device | |
JP3031832U (en) | Cylindrical target | |
JP2023116855A (en) | Surveying target and measurement method | |
JP2689266B2 (en) | Three-dimensional position measuring device |