JPS63100317A - Method and device for measuring road surface height - Google Patents

Method and device for measuring road surface height

Info

Publication number
JPS63100317A
JPS63100317A JP24603986A JP24603986A JPS63100317A JP S63100317 A JPS63100317 A JP S63100317A JP 24603986 A JP24603986 A JP 24603986A JP 24603986 A JP24603986 A JP 24603986A JP S63100317 A JPS63100317 A JP S63100317A
Authority
JP
Japan
Prior art keywords
road surface
sensor
spot
detected
height
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
JP24603986A
Other languages
Japanese (ja)
Inventor
Kazuya Honma
一哉 本間
Koichi Yamada
光一 山田
Masamitsu Uzawa
鵜沢 正光
Makoto Aoki
真 青木
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.)
Tokyo Keiki Inc
Original Assignee
Tokyo Keiki Co Ltd
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 Tokyo Keiki Co Ltd filed Critical Tokyo Keiki Co Ltd
Priority to JP24603986A priority Critical patent/JPS63100317A/en
Priority to US07/107,992 priority patent/US4878754A/en
Publication of JPS63100317A publication Critical patent/JPS63100317A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To measure a road surface continuously with high accuracy by relatively simple constitution by recording variation of the center position of the width of spot light detected by a linear CCD sensor as unevenness information on the road surface. CONSTITUTION:A laser light transmission and reception part 1 is equipped with a light signal transmission part 1A and a photosensor part 1B, and the transmission part 1A outputs laser light which is converged into a spot through the operation of a lens part 12 so that its optical axis TR is almost at right angles to the road surface A through the operation of a driving circuit 11, thereby irradiating a measurement point on the road surface. The photodetection axis RE of the sensor part 1B varies by an angle theta to an optical axis TR of transmission on the road surface A of reference height. The laser spot on the road A is caught on the linear sensor 18. A processing part 2 stores one-scan data of the sensor 18 in a buffer 20 and the center position of its output signal is calculated 21, so that the height of the measurement place is calculated 22 on the basis of said calculation result. The computed unevenness information on the road surface is recorded and displayed 23.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、路面高さ計測方法およびその装置に係り、と
くにレーザ光を用いた路面高さ計測方法およびその装置
に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a road surface height measuring method and apparatus, and particularly to a road surface height measuring method and apparatus using laser light.

〔従来の技術〕[Conventional technology]

従来の路面高さ計測装置は、そのセンサ部5゜が第4図
に示すように、路面Eの高さく凹凸)に応じて測定ロー
ラ51及びローラシャフト52が上下し、そのローラシ
ャフト52の往復移動がうツク53及びビニオン54部
分とを介して回転運動に変換され、これによってエンコ
ーダ55を回転せしめる構成となっている。そして、エ
ンコーダ55の回転量をパルス計数回路56により検出
し、その値から高さ演算回路57を稼働させて測定ロー
ラ51の上下移動量に数値変換し、これによって路面E
の凹凸状況を記録するようにな、ている。
In the conventional road surface height measuring device, as shown in FIG. The movement is converted into rotational movement via the shaft 53 and the pinion 54, thereby causing the encoder 55 to rotate. Then, the rotation amount of the encoder 55 is detected by the pulse counting circuit 56, and the height calculation circuit 57 is operated from the detected value to numerically convert it into the vertical movement amount of the measuring roller 51.
It records the unevenness of the surface.

(発明が解決しようとする問題点〕 しかしながら、かかる従来例においては、測定値の伝達
系に機械的な可動部が多いことから信頼性に欠けるとい
う欠点がある。また、路面の連続測定に際しては、測定
精度が測定ローラの直径の大小に即影響を受けることか
ら、例えば測定ローラの直径が小さいと路面の段さに測
定ローラが引掛かって測定作業を円滑に行うことができ
ないという不都合がある。更に、測定ローラが大きいと
、第5図に示すように路面のくぼみが正確に測定できな
いという欠点がある。
(Problems to be Solved by the Invention) However, in such conventional examples, there is a drawback that reliability is lacking because there are many mechanically moving parts in the measurement value transmission system.In addition, when continuously measuring the road surface, Since the measurement accuracy is directly affected by the diameter of the measuring roller, for example, if the diameter of the measuring roller is small, the measuring roller will get caught on the road surface, making it impossible to perform the measuring work smoothly. Furthermore, if the measuring roller is large, there is a drawback that it is not possible to accurately measure depressions in the road surface, as shown in FIG.

一方、かかる従来例の有する欠点を改善するものとして
、近時においてはレーザ光を用いた高さ測定装置が公表
されている。
On the other hand, in order to improve the drawbacks of the conventional example, a height measuring device using a laser beam has recently been published.

しかしながら、従来のレーザ光を用いたものは、多くは
その検出信号を画像処理して路面の性状をチエツクする
方式であることから、装置が大掛かりとなり汎用性に欠
けるという不都合があった。
However, most of the conventional devices using laser light check the condition of the road surface by image processing the detection signal, which has the disadvantage that the device is large-scale and lacks versatility.

〔発明の目的〕[Purpose of the invention]

本発明は、かかる従来例の有する不都合を改善し、比較
的簡単な構成で路面を連続的に高精度に測定することの
できる路面高さ測定方法およびその装置を提供すること
を、その目的とする。
An object of the present invention is to provide a road surface height measuring method and apparatus that can improve the disadvantages of the conventional example and measure the road surface continuously and with high precision with a relatively simple configuration. do.

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

そこで、本発明では、路面の凹凸箇所を光源を用いてス
ポット照射するとともに、このスポット照射の高さ方向
の位置変化を検知して路面の凹凸情報として記録する路
面高さ計測方法において、前記スポット光の高さ方向の
位置変化を一次元CCDセンサを用いて検知し、この一
次元CCDセンサで検知されるスポット光の幅の中心位
置を算定し、その中心位置の変化を路面の凹凸情報とし
て記録するという構成を採り、これによって前記目的を
達成しようとするものである。
Therefore, in the present invention, in a road surface height measurement method, a spot irradiation is performed on an uneven part of a road surface using a light source, and a positional change in the height direction of this spot irradiation is detected and recorded as road surface unevenness information. A one-dimensional CCD sensor is used to detect changes in the position of the light in the height direction, the center position of the width of the spot light detected by the one-dimensional CCD sensor is calculated, and the change in the center position is used as road surface unevenness information. It is intended to achieve the above objective by adopting a recording structure.

〔発明の実施例〕[Embodiments of the invention]

以下、本発明の一実施例を第1図ないし第3図に基づい
て説明する。
An embodiment of the present invention will be described below with reference to FIGS. 1 to 3.

第1図において、1は信号送受信部としてのレーザ光送
受信部を示し、2は信号処理部を示す。
In FIG. 1, 1 indicates a laser beam transmitting/receiving section as a signal transmitting/receiving section, and 2 indicates a signal processing section.

前記レーザ光送受信部1は、光信号送信部IAと光セン
サ部IBとにより構成されている。この内、光信号送信
部IAは半導体レーザ素子10と、この半導体レーザ素
子10を駆動するレーザ駆動回路11と、前記半導体レ
ーザ素子10から出力されるレーザ光を集束するレンズ
部12と、このレンズ部12及び半導体レーザ素子10
を一体的に支持する支持部材13とにより構成されてい
る。
The laser beam transmitting/receiving section 1 includes an optical signal transmitting section IA and an optical sensor section IB. Of these, the optical signal transmitter IA includes a semiconductor laser device 10, a laser drive circuit 11 that drives the semiconductor laser device 10, a lens portion 12 that focuses the laser light output from the semiconductor laser device 10, and this lens. part 12 and semiconductor laser element 10
and a support member 13 that integrally supports the.

このため、レーザ駆動回路11が作動すると、レンズ部
12の作用によってスポット状に集束されたレーザ光が
、その先軸TR(平行光線)を路面Aに対して略垂直の
状態で出力され、当該路面の計測点を照射し得るように
なっている。
Therefore, when the laser drive circuit 11 operates, the laser beam focused into a spot by the action of the lens section 12 is outputted with its tip axis TR (parallel ray) substantially perpendicular to the road surface A, and It is designed to illuminate measurement points on the road surface.

また、レーザ光送受信部lの光センサ部IBは、路面A
側より順次干渉フィルタ16.集光レンズ17及び一次
元CCDセンサ18の順で装備されている。この内、一
次元CCDセンサ18にはCCD駆動回路が併設されて
いる。一次元CODセンナ18の出力側には、前記信号
処理部2が設けられている。またこの先センサ部IBの
受光軸REは、基準とする高さの路面A上においては、
前述した送信光軸TRに対してθの角度で変わるように
配設されている。この場合、前記路面A上のレーザスポ
ットは、一次元CCDセンサ18上では、例えば第2図
の如きレベルで捕捉されている。
Further, the optical sensor section IB of the laser beam transmitting/receiving section l is connected to the road surface A.
Interference filter 16 sequentially from the side. A condensing lens 17 and a one-dimensional CCD sensor 18 are installed in this order. Of these, the one-dimensional CCD sensor 18 is also provided with a CCD drive circuit. The signal processing section 2 is provided on the output side of the one-dimensional COD sensor 18. Further, the light receiving axis RE of the sensor part IB is on the road surface A at the reference height.
It is arranged so as to change at an angle of θ with respect to the above-mentioned transmission optical axis TR. In this case, the laser spot on the road surface A is captured on the one-dimensional CCD sensor 18 at a level as shown in FIG. 2, for example.

前記信号処理部2は、一次元CCDセンサ18の一スキ
ャン分のデータを記憶するラインバッファ20と、この
ラインバッファ20の出力信号の中心位置を算出する第
1の演算回路21と、この第1の演算回路21の出力に
基づいて計測箇所の高さを算出する第2の演算部22と
により構成されている。この第2の演算部22で演算さ
れた路面の凹凸情報は、記録表示部23で記録され表示
されるようになっている。
The signal processing section 2 includes a line buffer 20 that stores data for one scan of the one-dimensional CCD sensor 18, a first arithmetic circuit 21 that calculates the center position of the output signal of the line buffer 20, and the first and a second calculation section 22 that calculates the height of the measurement point based on the output of the calculation circuit 21. The road surface unevenness information calculated by the second calculation section 22 is recorded and displayed on the recording display section 23.

また、前記レーザ光送受信部1は、実際には第3図に示
す路面計測機構30に装備されている。
Further, the laser beam transmitting/receiving section 1 is actually installed in a road surface measurement mechanism 30 shown in FIG. 3.

この第3図における路面計測機構30は、路面E(第1
図のA’、A”の各点を含む)に沿ってC2Dの方向に
往復移動する移動フレーム32上にレーザ光送受信部1
を装備し、さらに測定範囲を拡大するために、レーザ光
送受信部1を移動フレーム32上で往復移動せしめると
いう構成が採られている。この場合、移動フレーム32
は、ガイドローラS+、Sz、Ss、・・・、S、の各
々に案内されて同図の左方(実線の位置)から同図の右
方の二点鎖線の位置まで往復移動する構成となっている
。このため、本体フレーム31の長さしの2倍以上の範
囲を有効に測定し得るようになっている。
The road surface measurement mechanism 30 in FIG.
A laser beam transmitter/receiver 1 is mounted on a moving frame 32 that reciprocates in the direction C2D along the points A' and A'' in the figure.
In order to further expand the measurement range, a configuration is adopted in which the laser beam transmitting/receiving section 1 is moved back and forth on a moving frame 32. In this case, the moving frame 32
is guided by guide rollers S+, Sz, Ss, ..., S, and reciprocated from the left side of the figure (the position indicated by the solid line) to the position indicated by the two-dot chain line on the right side of the figure. It has become. Therefore, it is possible to effectively measure a range that is more than twice the length of the main body frame 31.

この第3図において、33は駆動チェーンを示し、34
は従動側のチェーンを示す。また35は、移動フレーム
32上に装着されたガイドレールを示す。レーザ光送受
信部1はこのガイドレール35に案内されて矢印E、F
の方向に往復移動し得るようになっている。36.37
はブレーキ手段を示し、38.39は位置センサを示す
。さらに、40.41はレーザ先送受信部1用のストッ
パを示す。
In this FIG. 3, 33 indicates a drive chain, and 34
indicates the chain on the driven side. Further, 35 indicates a guide rail mounted on the moving frame 32. The laser beam transmitter/receiver 1 is guided by this guide rail 35 and follows arrows E and F.
It is designed to be able to move back and forth in the direction of. 36.37
indicates a brake means, and 38.39 indicates a position sensor. Further, 40.41 indicates a stopper for the laser advance transmitting/receiving section 1.

次に、上記実施例における信号処理系の動作について説
明する。
Next, the operation of the signal processing system in the above embodiment will be explained.

路面E(第3図参照)はレーザ光を乱反射するので、光
センサ部IBからみると路面Eに対するレーザ光の照射
部分がスポット状のレーザ光源の如く観測される。この
場合、基準面A(第1図参照)にレーザ光が照射される
と、その点Pを光センサ部IBの受光軸REが通ってい
るため、当該基準面A上にできたレーザスポットの像の
中心部は、一次元CCDセンサ18の中心点Q点に結像
する。一方、基準高さからhだけ高くなった位置の路面
A′にレーザ光が照射されると、そのときのレーザスポ
ットの像は、その中心部が前記一次元CCDセンサ18
上の中心部(0点)からδだけずれた位置に結像する。
Since the road surface E (see FIG. 3) diffusely reflects the laser light, when viewed from the optical sensor section IB, the portion of the road surface E irradiated with the laser light is observed like a spot-shaped laser light source. In this case, when the reference plane A (see Figure 1) is irradiated with laser light, the light receiving axis RE of the optical sensor section IB passes through that point P, so the laser spot formed on the reference plane A is The center of the image is focused on the center point Q of the one-dimensional CCD sensor 18. On the other hand, when the laser beam is irradiated onto the road surface A' at a position h higher than the reference height, the image of the laser spot at that time has its center centered on the one-dimensional CCD sensor 18.
The image is formed at a position shifted by δ from the center (0 point) above.

この時のδとhとの関係は、集光レンズ17の中心をR
とすると、h=δ・肝/(δ・cos θ+QR・si
n θ)・・・・・・(11 となる。この式(1)の演算は、前述した第2の演算部
22で行われる。
The relationship between δ and h at this time is that the center of the condensing lens 17 is R
Then, h=δ・liver/(δ・cos θ+QR・si
n θ) (11) The calculation of this equation (1) is performed by the second calculation unit 22 described above.

また、レーザスポット像の中心位置すなわち前述した一
次元CCDセンサ18上の結像の中心位置は、全体的ず
れがあっても結像ラインの中心部として単純に捉えるこ
とができる。この演算は前述した第1の演算部21で行
われる。
Further, the center position of the laser spot image, that is, the center position of the image formed on the one-dimensional CCD sensor 18 mentioned above, can be simply captured as the center of the image forming line even if there is an overall shift. This calculation is performed in the first calculation section 21 described above.

さらに、本実施例においては、前述した如く集光レンズ
17の光入力側に干渉フィルタ16が設けられている。
Furthermore, in this embodiment, as described above, the interference filter 16 is provided on the light input side of the condenser lens 17.

この干渉フィルタ16鵜、太陽光の影否を防くためにレ
ーザの波長(例えば本実施例の場合、780nm)近辺
の波長をもつ光だけを透過せしめるものが使用されてい
る。このため、日中においても測定を継続し得るという
利点がある。
The interference filter 16 is one that allows only light having a wavelength near the laser wavelength (for example, 780 nm in this embodiment) to pass therethrough in order to prevent shadows from sunlight. Therefore, there is an advantage that measurement can be continued even during the day.

なお、上記実施例においては、光センサ部IBの光セン
サとして一次元CCDセンサ18を用いた場合を例示し
たが、他のイメージセンサ例えばCM OS型センサで
あってもよい。
In the above embodiment, the one-dimensional CCD sensor 18 is used as the optical sensor of the optical sensor section IB, but other image sensors such as a CMOS type sensor may be used.

〔発明の効果〕〔Effect of the invention〕

本発明は以上のように構成され機能するので、これによ
ると、受信信号の処理系に機械的な可動部を有しないこ
とから、信頼性の高い測定データを得ることができ、光
のスポットをより小さくすることができ、更に受光スポ
ットの中心位置の位置ずれのみに的をしぼって凹凸1n
報としたことから信号処理がjit純化され、処理時間
を短(することができるので路面の凹凸状況を精密且つ
迅速に検知し分析することができ、構造が簡単なので道
路の大小に無関係にどこでも測定することができるとい
う従来にない優れた路面高さ計測方法及びその装置を提
供することができる。
Since the present invention is configured and functions as described above, the received signal processing system does not include any mechanically moving parts, so highly reliable measurement data can be obtained, and the spot of light can be It can be made smaller, and the unevenness can be reduced to 1n by focusing only on the misalignment of the center position of the light receiving spot.
As a result of this, the signal processing has been simplified and the processing time has been shortened, making it possible to accurately and quickly detect and analyze road surface irregularities.The structure is simple, so it can be used anywhere, regardless of the size of the road. It is possible to provide an unprecedented and excellent road surface height measuring method and device.

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

第1図は本発明の一実施例の内の信号処理系を示す構成
図、第2図は光センサとしての一次元CCDセンサにお
ける結像状況を示す説明図、第3図は第1図内に示す信
号送受信部を装備した路面計測機構を示す説明図、第4
図ないし第5図はそれぞれ従来例を示す説明図である。 ■・・・・・・信号送受信部、LA・・・・・・光信号
送信部、IB・・−・・・光センサ部、17・・・・・
・集光レンズ、18・・・・・・一次元CCDセンサ、
20・・・・・・ラインバッフ代理人 弁理士   高
  橋   勇第1図
FIG. 1 is a block diagram showing a signal processing system in one embodiment of the present invention, FIG. 2 is an explanatory diagram showing an imaging situation in a one-dimensional CCD sensor as an optical sensor, and FIG. Explanatory diagram showing a road surface measuring mechanism equipped with a signal transmitting and receiving unit shown in Fig. 4.
5 through 5 are explanatory diagrams showing conventional examples, respectively. ■・・・Signal transmitting/receiving section, LA... Optical signal transmitting section, IB... Optical sensor section, 17...
・Condensing lens, 18... One-dimensional CCD sensor,
20・・・・・・Line buffer agent Patent attorney Isamu Takahashi Figure 1

Claims (2)

【特許請求の範囲】[Claims] (1)、路面の凹凸箇所を光源を用いてスポット照射す
るとともに、このスポット照射の高さ方向の位置変化を
検知して路面の凹凸情報として記録する路面高さ計測方
法において、 前記スポット光の高さ方向の位置変化を一次元CCDセ
ンサを用いて検知し、この一次元CCDセンサで検知さ
れるスポット光の幅の中心位置を算定し、その中心位置
の変化を路面の凹凸情報として記録することを特徴とし
た路面高さ計測方法。
(1) In a road surface height measurement method, in which uneven spots on the road surface are irradiated with a spot using a light source, and changes in the position of the irradiated spot in the height direction are detected and recorded as road surface unevenness information, the method comprises: Changes in position in the height direction are detected using a one-dimensional CCD sensor, the center position of the width of the spot light detected by this one-dimensional CCD sensor is calculated, and the change in the center position is recorded as road surface unevenness information. A road surface height measurement method characterized by:
(2)、路面の計測箇所をスポット照射する光信号送信
部とこのスポット照射された路面の計測位置を検知する
光センサとを有し、これら光信号送信部と光センサとを
一体的に路面に沿って往復移動せしめるセンサ支持機構
を備えた路面高さ計測装置において、 前記光センサを、一次元CCDセンサと、この一次元C
CDセンサの受光側に装備された集光レンズとにより構
成し、 この光センサで検知した所定幅の受信信号を一次的に記
憶するラインバッファと、このラインバッファの出力に
基づいて前記光センサで検知した一次元の受信信号から
その中心位置を特定する第1の演算部と、この第1の演
算部の出力に基づいて前記計測箇所の高さを算出する第
2の演算部とを前記一次元CCDセンサに併設したこと
を特徴とする路面高さ計測装置。
(2) It has an optical signal transmitter that irradiates a measurement point on the road surface with a spot, and an optical sensor that detects the measurement position on the road surface irradiated with the spot, and these optical signal transmitter and optical sensor are integrated into the road surface. In the road surface height measuring device equipped with a sensor support mechanism that moves back and forth along the optical sensor, the optical sensor is a one-dimensional CCD sensor,
It consists of a condensing lens installed on the light receiving side of the CD sensor, a line buffer that temporarily stores the received signal of a predetermined width detected by this optical sensor, and a line buffer that temporarily stores the received signal of a predetermined width detected by this optical sensor, and A first calculation unit that specifies the center position from the detected one-dimensional received signal, and a second calculation unit that calculates the height of the measurement point based on the output of the first calculation unit are connected to the first calculation unit. A road surface height measuring device characterized by being attached to a former CCD sensor.
JP24603986A 1986-10-16 1986-10-16 Method and device for measuring road surface height Pending JPS63100317A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP24603986A JPS63100317A (en) 1986-10-16 1986-10-16 Method and device for measuring road surface height
US07/107,992 US4878754A (en) 1986-10-16 1987-10-14 Method of and apparatus for measuring irregularities of road surface

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24603986A JPS63100317A (en) 1986-10-16 1986-10-16 Method and device for measuring road surface height

Publications (1)

Publication Number Publication Date
JPS63100317A true JPS63100317A (en) 1988-05-02

Family

ID=17142544

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24603986A Pending JPS63100317A (en) 1986-10-16 1986-10-16 Method and device for measuring road surface height

Country Status (1)

Country Link
JP (1) JPS63100317A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102635056A (en) * 2012-04-01 2012-08-15 长安大学 Measuring method for construction depth of asphalt road surface
CN104313986A (en) * 2014-09-11 2015-01-28 交通运输部公路科学研究所 Pavement roughness detection system and method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5118564A (en) * 1974-08-06 1976-02-14 Sokkisha ROMENOTOTSUJIDOKEISOKUSHISUTEMU

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5118564A (en) * 1974-08-06 1976-02-14 Sokkisha ROMENOTOTSUJIDOKEISOKUSHISUTEMU

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102635056A (en) * 2012-04-01 2012-08-15 长安大学 Measuring method for construction depth of asphalt road surface
CN102635056B (en) * 2012-04-01 2015-07-15 长安大学 Measuring method for construction depth of asphalt road surface
CN104313986A (en) * 2014-09-11 2015-01-28 交通运输部公路科学研究所 Pavement roughness detection system and method
CN104313986B (en) * 2014-09-11 2016-06-08 交通运输部公路科学研究所 Surface evenness detection system and method

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