JPS6118812A - Automatic displacement measuring apparatus - Google Patents
Automatic displacement measuring apparatusInfo
- Publication number
- JPS6118812A JPS6118812A JP14027684A JP14027684A JPS6118812A JP S6118812 A JPS6118812 A JP S6118812A JP 14027684 A JP14027684 A JP 14027684A JP 14027684 A JP14027684 A JP 14027684A JP S6118812 A JPS6118812 A JP S6118812A
- Authority
- JP
- Japan
- Prior art keywords
- transit
- measured
- displacement
- telemeter
- distance
- 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
Landscapes
- Length Measuring Devices By Optical Means (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、光波距離計およびトランシットにより被測定
体の移動を経時的に測定し、記録する変位測定装置に関
するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a displacement measuring device that measures and records the movement of a measured object over time using a light wave distance meter and a transit.
従来構造物の変位や地すべりなどを予知する地盤の移動
を測定するために(ハ、定めらnた基準点より被測定体
までの角度、高低差、距離などを、光学式トランシット
、レベル、巻尺又は三角法により測量し、このデータを
基として計算により必要とする値が求めらjていた。し
かしこjらの測量方法は、手数が掛るうえに、計算結果
を得るのに時間を要し、変位の時間的変化をとらえるこ
とにむつかしかった。’E7c地すべりなどを起し易い
地盤においては被測定体設置個°所−′>作業員が立入
ることに危険である、などの問題があった〇
〔発明の目的〕
本発明は、従来の測量方法の問題点に鑑みなさまたもの
で、入力などによる変位測定に代り、元金使用して自動
的に距離、角度を測定し、その経時変化から変位をとら
え、測定値を電気的に出力することにより測定精度の向
上と、測定に要する手数を簡略化し、遠隔地−より変位
全監視することにより、安全にして、同時に測定値。Conventionally, in order to measure the movement of the ground to predict the displacement of structures and landslides, etc. Alternatively, the required values were calculated using trigonometry, and the required values were calculated based on this data. However, these surveying methods were laborious and took time to obtain calculation results. However, it was difficult to detect changes in displacement over time.There were problems such as the location where the object to be measured was installed on the ground where landslides were likely to occur, and it was dangerous for workers to enter. [Purpose of invention] The present invention is not a problem in the conventional measurement method. By detecting displacement from changes and outputting measured values electrically, we can improve measurement accuracy and simplify the labor required for measurement, and by monitoring all displacements from a remote location, we can safely measure the measured values at the same time.
を他の計算機などに電気信号として入力する0とができ
る自動変位測定装置j/L乏提供する。We provide an automatic displacement measuring device that can input 0 to other computers as electrical signals.
本発明は、光波距離計およびパルスモータにより俯仰水
平方向に駆Sさjる装置とを備えたトランシットと、光
波距離計からの反射光量信号に基づき前記パルスモータ
を制御する制御装置と、制御装置に付属し外部からの電
気信号により俯仰角度、水平角度、距離等の信号全外部
に電気的に出力すると共に演算配録する演算機と、被測
足体に取付けた反射鏡よりなる自動変位測定装置である
。The present invention relates to a transit equipped with a light wave distance meter and a device for driving in elevation and horizontal directions using a pulse motor, a control device that controls the pulse motor based on a reflected light amount signal from the light wave distance meter, and a control device. Automatic displacement measurement system consisting of a computer attached to the unit that electrically outputs signals such as elevation angle, horizontal angle, distance, etc. to the outside using electric signals from the outside and also performs calculations, and a reflector attached to the foot to be measured. It is a device.
本発明の一実施例を図面により説明する。第1図は変位
測定装置の構成を説明するブロック図である。An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a block diagram illustrating the configuration of a displacement measuring device.
変位測定装置8にトランシラ)1.演X機6を備えた制
@装置5および反射鏡4により構成さj、ており、トラ
ンシット1には光波距離計2と、パルスにより駆動さf
トランシット1を俯仰および旋回させる4個のモーメ全
有する俯仰旋回装ft3’e備えている。光波距離計2
の反射鏡4は表面を球面状となし、被測定体10の定位
置に取付け、光波距離計2より発した光を正しく光波距
離計2に反射する。更にトランシット1には制御装置5
が設けらする。制御装置5は光波距離計2よりの反射光
量信号を入力し、この信号をパルス信号に変換して前記
の俯仰旋回装[4に出力する。俯仰旋回装置4ではパル
ス信号によりモータを駆動してトランシット1全俯仰旋
回する。また制@装置5には演算機6を備えており、ト
ランシットlの俯仰旋回動作により変化する反射光量信
号全演算機6にて解析し、反射光量が最大となる方向を
算出し、この方向にトランシット1を固定するように制
御装置5によりトランシット1を制御する0更に演算機
6はトランシット1を固定した場合の俯仰旋回角度およ
び被測定体101での距離を経時的に記録し、′f、た
他の計算機7にその値を発信する装置をも備えている。Transcilla to the displacement measuring device 8) 1. It is composed of a control device 5 equipped with an X-actuator 6 and a reflector 4, and the transit 1 is equipped with a light wave distance meter 2 and a pulse-driven
Elevation/elevation/rotation equipment ft3'e is provided with all four mowers for elevating, elevating and turning the transit 1. Lightwave distance meter 2
The reflecting mirror 4 has a spherical surface, is attached to a fixed position on the object to be measured 10, and reflects the light emitted from the light-wave distance meter 2 to the light-wave distance meter 2 correctly. Furthermore, the transit 1 has a control device 5.
will be established. The control device 5 inputs the reflected light amount signal from the optical distance meter 2, converts this signal into a pulse signal, and outputs it to the above-mentioned elevation and rotation device [4]. In the elevating/elevating device 4, a motor is driven by a pulse signal to cause the entire transit 1 to elevate/elevate. In addition, the control device 5 is equipped with a computer 6, and the computer 6 analyzes the signal of the amount of reflected light that changes due to the elevation and turning movement of the transit l, calculates the direction in which the amount of reflected light is maximum, and calculates the direction in which the amount of reflected light is maximum. The control device 5 controls the transit 1 so as to fix the transit 1. Furthermore, the computer 6 records over time the elevation and rotation angle and the distance at the measured object 101 when the transit 1 is fixed. It also includes a device for transmitting the value to other computers 7.
以下変位測定装置8の作用と測定方法につき説明する。 The function and measuring method of the displacement measuring device 8 will be explained below.
第2図においてトランシット11計測地点の基準位置P
。に設置し、また被測定体10には反射鏡4を取付ける
。この基準位置P。に対する被測定体10の位置は、光
波距離計2により測定さfまた距離り。、および俯仰旋
回装置3め指示した水平角θ□。俯仰角θvoとして演
算機6Vc、記録する。次に被測定体10が移動した場
合、光波距離計2は被測定体lOの移動に追随すると共
に反射鏡4よりの反射光量が最大となる位置全演算機6
により解析する。1tcこの反射鏡4は表面が球面状を
なしているので光波距離計2よりの光が反射鏡4の中心
を指示した場合反射光量が最大となり、即ちトランシッ
ト1は正しく被測定体10の方向を指示す゛るので、こ
のときの距離り、、水平角θMl l俯仰角θv1を
演算機6に記録する。In Figure 2, the reference position P of the transit 11 measurement point
. , and a reflecting mirror 4 is attached to the object 10 to be measured. This reference position P. The position of the object to be measured 10 with respect to the distance f is measured by the optical distance meter 2. , and the horizontal angle θ□ indicated by the third elevation/swivel device. The calculator 6Vc records the elevation angle θvo. Next, when the object to be measured 10 moves, the light wave distance meter 2 follows the movement of the object to be measured 10, and the total calculation unit 6 moves the position where the amount of light reflected from the reflector 4 is maximum.
Analyze by 1tc Since the surface of this reflecting mirror 4 is spherical, when the light from the optical distance meter 2 points to the center of the reflecting mirror 4, the amount of reflected light becomes maximum, that is, the transit 1 correctly points the direction of the object to be measured 10. Since the instruction is given, the distance, horizontal angle θMl, elevation angle θv1 at this time are recorded in the calculator 6.
以上の如くにして経時的に基準位[Poと被測定体10
の距離、俯仰角、水平角を測定記録するCとにより被測
足体10の時間に対する移動距離、移動方向を求めるこ
とができる。As described above, the reference position [Po and the measured object 10
By measuring and recording the distance, elevation angle, and horizontal angle, the moving distance and moving direction of the foot to be measured 10 over time can be determined.
’Etこの変位測定装置8は他の計算機7の指令信号に
より演算機6を作動して計測をおこなうことも可能であ
り、更に測定記録値を他の計算機7に出力して、表示、
解析、g己録に使用することができる。'EtThis displacement measuring device 8 can also perform measurements by operating the computer 6 in response to command signals from other computers 7, and can also output the measured recorded values to the other computers 7 for display and display.
It can be used for analysis and self-recording.
本装置は光を使用して被測定体の変位金目動的に測定し
記録する装置であり、その方向および距離を正確に測定
できると共にその測定値を他の演算機に瞬時かつ連続的
に出力でき、測量に要する手数を大幅に削減できるもの
で、構造物の変位や地すべりなどを予知する地盤の移動
など危険な測定に対しても幅広く利用できる。This device uses light to dynamically measure and record the displacement of a measured object, and can accurately measure the direction and distance, as well as instantaneously and continuously output the measured values to other computing devices. It can significantly reduce the amount of time required for surveying, and can be widely used for dangerous measurements such as ground movement to predict the displacement of structures and landslides.
第1図は変位測定装置の構成を説明するブロック図、第
2図は測定方法の説明図である。FIG. 1 is a block diagram illustrating the configuration of the displacement measuring device, and FIG. 2 is a diagram illustrating the measuring method.
Claims (1)
動される装置とを備えたトランシツトと、光波距離計か
らの反射光量信号に基づき前記パルスモータを制御する
制御装置と、制御装置に付属し外部からの電気信号によ
り俯仰角度、水平角度、距離等の信号を外部に電気的に
出力すると共に演算記録する演算機と、被測定体に取付
けた反射鏡よりなる自動変位測定装置。A transit equipped with a light wave distance meter and a device driven by a pulse motor in the vertical and horizontal directions, a control device that controls the pulse motor based on a reflected light amount signal from the light wave distance meter, and a device that is attached to the control device and is connected to an external device. An automatic displacement measurement device consisting of a computer that electrically outputs signals such as elevation angle, horizontal angle, distance, etc. to the outside and records the calculations, and a reflector attached to the object to be measured.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14027684A JPS6118812A (en) | 1984-07-06 | 1984-07-06 | Automatic displacement measuring apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14027684A JPS6118812A (en) | 1984-07-06 | 1984-07-06 | Automatic displacement measuring apparatus |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21004791A Division JPH04348217A (en) | 1991-07-26 | 1991-07-26 | Automatic displacement measuring apparatus |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6118812A true JPS6118812A (en) | 1986-01-27 |
Family
ID=15265007
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14027684A Pending JPS6118812A (en) | 1984-07-06 | 1984-07-06 | Automatic displacement measuring apparatus |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6118812A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63124911A (en) * | 1986-11-13 | 1988-05-28 | Kumamoto Techno Porisu Zaidan | Automatic collimating device |
JPS63225121A (en) * | 1987-03-16 | 1988-09-20 | Opt:Kk | Autocollimation type light wave range finder |
JPH01163318A (en) * | 1987-12-18 | 1989-06-27 | Toa Harbor Works Co Ltd | Method and apparatus for positioning steel plate shell |
JPH02112719A (en) * | 1988-10-20 | 1990-04-25 | Toshihiro Tsumura | Automatic surveying device and direction probing method |
JPH0331715A (en) * | 1989-06-29 | 1991-02-12 | Hazama Gumi Ltd | Automatic method and device for measuring displacement of measuring point |
JP2010066190A (en) * | 2008-09-12 | 2010-03-25 | Toshio Waki | Laser positioning reflection device |
JP2014224765A (en) * | 2013-05-16 | 2014-12-04 | 三菱電機株式会社 | Laser length measuring device and laser length measuring method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5364055A (en) * | 1976-11-18 | 1978-06-08 | Hewlett Packard Yokogawa | Location surveying instrument |
JPS557677A (en) * | 1978-07-04 | 1980-01-19 | Japan Aviation Electronics Ind Ltd | Detection method of image sensor photo detection position |
JPS57147009A (en) * | 1981-03-06 | 1982-09-10 | Toshiba Corp | Survey control device |
JPS5839581B2 (en) * | 1976-10-28 | 1983-08-31 | 俊行 門脇 | electrostatic painting equipment |
JPS58148909A (en) * | 1982-03-01 | 1983-09-05 | Taisei Corp | Measuring method by light wave range finder |
JPS58205880A (en) * | 1982-05-27 | 1983-11-30 | Aoki Kensetsu:Kk | Laser deflector |
-
1984
- 1984-07-06 JP JP14027684A patent/JPS6118812A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5839581B2 (en) * | 1976-10-28 | 1983-08-31 | 俊行 門脇 | electrostatic painting equipment |
JPS5364055A (en) * | 1976-11-18 | 1978-06-08 | Hewlett Packard Yokogawa | Location surveying instrument |
JPS557677A (en) * | 1978-07-04 | 1980-01-19 | Japan Aviation Electronics Ind Ltd | Detection method of image sensor photo detection position |
JPS57147009A (en) * | 1981-03-06 | 1982-09-10 | Toshiba Corp | Survey control device |
JPS58148909A (en) * | 1982-03-01 | 1983-09-05 | Taisei Corp | Measuring method by light wave range finder |
JPS58205880A (en) * | 1982-05-27 | 1983-11-30 | Aoki Kensetsu:Kk | Laser deflector |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63124911A (en) * | 1986-11-13 | 1988-05-28 | Kumamoto Techno Porisu Zaidan | Automatic collimating device |
JPS63225121A (en) * | 1987-03-16 | 1988-09-20 | Opt:Kk | Autocollimation type light wave range finder |
JPH01163318A (en) * | 1987-12-18 | 1989-06-27 | Toa Harbor Works Co Ltd | Method and apparatus for positioning steel plate shell |
JPH02112719A (en) * | 1988-10-20 | 1990-04-25 | Toshihiro Tsumura | Automatic surveying device and direction probing method |
JPH0529844B2 (en) * | 1988-10-20 | 1993-05-06 | Toshihiro Tsumura | |
JPH0331715A (en) * | 1989-06-29 | 1991-02-12 | Hazama Gumi Ltd | Automatic method and device for measuring displacement of measuring point |
JP2010066190A (en) * | 2008-09-12 | 2010-03-25 | Toshio Waki | Laser positioning reflection device |
JP2014224765A (en) * | 2013-05-16 | 2014-12-04 | 三菱電機株式会社 | Laser length measuring device and laser length measuring method |
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