JP2000009463A - Apparatus for measuring ground surface level profile - Google Patents
Apparatus for measuring ground surface level profileInfo
- Publication number
- JP2000009463A JP2000009463A JP10172699A JP17269998A JP2000009463A JP 2000009463 A JP2000009463 A JP 2000009463A JP 10172699 A JP10172699 A JP 10172699A JP 17269998 A JP17269998 A JP 17269998A JP 2000009463 A JP2000009463 A JP 2000009463A
- Authority
- JP
- Japan
- Prior art keywords
- height
- vehicle
- profile
- ground surface
- measuring
- 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.)
- Withdrawn
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
Landscapes
- Position Fixing By Use Of Radio Waves (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は道路、空港、港
湾、河川、埋め立て地などにおいて、沈下や削れなどに
より変化した地表の高低プロファイルを測定する装置に
関し、特に車両で走行しながら絶対的な高さのプロファ
イルを測定する装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for measuring a height profile of a ground surface changed by subsidence or abrasion on a road, an airport, a harbor, a river, a landfill, and the like. And a device for measuring a profile.
【0002】[0002]
【従来の技術】従来のこの種の地表プロファイルを測定
する手段としては、例えば光学的に測量するものがあ
り、また本発明者らが特願平8−325683号で提案
した道路縦断プロファイル測定装置がある。2. Description of the Related Art As a conventional means for measuring this kind of ground surface profile, there is, for example, an optical surveying method, and a road profile measuring apparatus proposed by the present inventors in Japanese Patent Application No. 8-325683. There is.
【0003】[0003]
【発明が解決しようとする課題】従来の光学的測量によ
る地表プロファイルの測定では、測定に著しく時間がか
かるという欠点があった。また、上記の道路縦断プロフ
ァイル測定装置では地表プロファイルの交流成分(相対
高さ)しか測定できず、絶対的な高さは測定できないも
のとなっていた。In the measurement of the ground surface profile by the conventional optical survey, there is a disadvantage that the measurement takes an extremely long time. Further, the above-described road profile profile measuring device can measure only the AC component (relative height) of the ground surface profile, and cannot measure the absolute height.
【0004】この発明の目的はこれら欠点を解消し、地
表の高低プロファイルを簡易に測定でき、かつ絶対的な
高さまで測定できるようにしたプロファイル測定装置を
提供することにある。An object of the present invention is to provide a profile measuring apparatus which solves these drawbacks and can easily measure the height profile of the ground surface and can measure the height to an absolute height.
【0005】[0005]
【課題を解決するための手段】請求項1の発明によれ
ば、GPS受信機と、そのGPS受信機で測定された設
置高さに基づいて高さ基準となるレーザ光を出射するレ
ーザ灯台と、車両に搭載され、上記レーザ光を受光し
て、その車両の高さを検出する手段と、車両と地面との
距離を測定する手段と、上記検出した高さから上記測定
した距離を減じて地表の高低プロファイルを求める手段
とを具備するものとされる。According to the first aspect of the present invention, there is provided a GPS receiver, and a laser lighthouse for emitting a laser beam serving as a height reference based on the installation height measured by the GPS receiver. Mounted on a vehicle, receiving the laser light, detecting the height of the vehicle, measuring the distance between the vehicle and the ground, and subtracting the measured distance from the detected height. Means for obtaining a height profile of the ground surface.
【0006】請求項2の発明によれば、GPS受信機
と、そのGPS受信機で測定された設置高さに基づいて
高さ基準となるレーザ光を出射するレーザ灯台と、車両
に搭載され、上記レーザ光を受光して、その車両の高さ
を検出する手段と、車両の鉛直加速度を測定する手段
と、その測定した鉛直加速度を積分して高さを算出する
積分手段と、その算出した高さと、上記検出した高さと
の差を上記積分手段に負帰還する手段と、車両と地面と
の距離を測定する手段と、上記算出した高さから上記測
定した距離を減じて地表の高低プロファイルを求める手
段とを具備するものとされる。According to the second aspect of the present invention, a GPS receiver, a laser lighthouse that emits a laser beam serving as a height reference based on the installation height measured by the GPS receiver, and a vehicle mounted on a vehicle, Means for receiving the laser light, detecting the height of the vehicle, means for measuring the vertical acceleration of the vehicle, integrating means for integrating the measured vertical acceleration to calculate the height, and calculating the height Means for negatively feeding back the difference between the height and the detected height to the integrating means, means for measuring the distance between the vehicle and the ground, and a height profile of the ground surface by subtracting the measured distance from the calculated height. Means for determining
【0007】[0007]
【発明の実施の形態】この発明の実施の形態を図面を参
照して実施例により説明する。図1はこの発明の一実施
例の構成をブロック図で示したものである。この例では
地表のプロファイルを測定する範囲に車両が走行されて
車両で走行しながら地表のプロファイルを測定するもの
となっており、そのため車両走行中の車両高さ(絶対高
さ)と、車両から地面までの距離が測定される。Embodiments of the present invention will be described with reference to the accompanying drawings. FIG. 1 is a block diagram showing the configuration of an embodiment of the present invention. In this example, the vehicle is driven within the range for measuring the ground surface profile, and the ground surface profile is measured while the vehicle is running. Therefore, the vehicle height (absolute height) during vehicle running and the vehicle height The distance to the ground is measured.
【0008】まず、車両高さの測定について説明する。
車両11に、車両の鉛直方向の加速度を測定する鉛直加
速度測定手段12が取り付けられる。この鉛直加速度測
定手段12としては例えば3軸ストラップダウン慣性装
置を用いることができる。なお、1軸の加速度計でもよ
い。鉛直加速度測定手段12で測定された鉛直加速度は
積分手段13に入力され、積分手段13は鉛直加速度を
積分して上下方向の速度を算出する。さらに、この上下
速度が積分手段14によって積分され、積分手段14は
高さを算出する。First, the measurement of the vehicle height will be described.
A vertical acceleration measuring means 12 for measuring a vertical acceleration of the vehicle is attached to the vehicle 11. As the vertical acceleration measuring means 12, for example, a three-axis strapdown inertia device can be used. Note that a uniaxial accelerometer may be used. The vertical acceleration measured by the vertical acceleration measuring means 12 is input to the integrating means 13, and the integrating means 13 integrates the vertical acceleration to calculate a vertical velocity. Further, the vertical speed is integrated by the integrating means 14, and the integrating means 14 calculates the height.
【0009】一方、図2に示したようにレーザ灯台15
とGPS受信機16とが地上に設置される。GPS受信
機16はレーザ灯台15の設置高さを測定するもので、
通常のGPSでもよいし、ディファレンシャルGPSで
もよいし、またリアルタイムキネマチックGPSでもよ
く、必要とする精度に応じて適宜選択される。レーザ灯
台15はGPS受信機16によって測定された設置高さ
に基づいて、高さ基準となるレーザ光を水平面内に出射
する。このレーザ灯台15は回転する構造とされたレー
ザ発光器を例えば三脚上に設置することによって構成さ
れる。なお、GPS受信機16はレーザ灯台15の設置
高さの測定を一回行い、レーザ灯台15の高さをセット
すれば、後は不要となる。On the other hand, as shown in FIG.
And the GPS receiver 16 are installed on the ground. The GPS receiver 16 measures the installation height of the laser lighthouse 15,
The GPS may be a normal GPS, a differential GPS, or a real-time kinematic GPS, which is appropriately selected according to required accuracy. The laser lighthouse 15 emits a laser beam serving as a height reference into a horizontal plane based on the installation height measured by the GPS receiver 16. The laser lighthouse 15 is configured by installing a laser light emitter having a rotating structure on, for example, a tripod. Note that the GPS receiver 16 measures the installation height of the laser lighthouse 15 once and sets the height of the laser lighthouse 15, so that the GPS receiver 16 becomes unnecessary thereafter.
【0010】車両11にはレーザ灯台15から出射され
たレーザ光を受光する手段として受光器17が取り付け
られており、受光器17はその受光した位置(高さ)か
ら車両の高さを検出できるものとなっている。受光器1
7によって検出した高さと、上述した積分手段14によ
って算出された高さとの差が減算手段18によって求め
られ、この差が積分手段13または14あるいは13,
14の両方に負帰還される。これにより、鉛直加速度出
力にバイアス誤差がある場合に、そのバイアス誤差に起
因する積分手段13,14における誤差の発散が抑制さ
れ、また積分手段14の出力が絶対高さを表すものとな
る。このようにして、車両11の走行中のリアルタイム
の絶対高さデータが積分手段14より得られる。A light receiver 17 is attached to the vehicle 11 as means for receiving the laser light emitted from the laser lighthouse 15, and the light receiver 17 can detect the height of the vehicle from the position (height) at which the light was received. It has become something. Receiver 1
The difference between the height detected by step 7 and the height calculated by the above-mentioned integrating means 14 is obtained by the subtracting means 18, and this difference is calculated by the integrating means 13 or 14 or 13,.
14 is negatively fed back. Thus, when there is a bias error in the vertical acceleration output, the divergence of the error in the integrating means 13 and 14 due to the bias error is suppressed, and the output of the integrating means 14 indicates the absolute height. In this way, real-time absolute height data during the running of the vehicle 11 is obtained from the integrating means 14.
【0011】車両11と地面との距離は、車両11に取
り付けられた距離測定手段21によって測定される。距
離測定手段21としては例えばレーザ距離計が用いられ
る。なお、距離測定手段21は車両11の傾斜による鉛
直加速度測定手段12との相対的な高さの変化の発生を
避けるべく、鉛直加速度測定手段12と同じ位置に取り
付けることが望ましい。The distance between the vehicle 11 and the ground is measured by distance measuring means 21 attached to the vehicle 11. As the distance measuring means 21, for example, a laser distance meter is used. It is desirable that the distance measuring means 21 is attached at the same position as the vertical acceleration measuring means 12 in order to avoid a change in height relative to the vertical acceleration measuring means 12 due to the inclination of the vehicle 11.
【0012】距離測定手段21で測定された車両と地面
との距離データ及び積分手段14によって算出された車
両の高さデータはプロファイル演算手段22に入力され
る。プロファイル演算手段22は単位時間毎または単位
距離毎に、車両の高さデータから車両と地面との距離デ
ータを減算し、これにより地表の高低プロファイルを求
めて出力する。The data of the distance between the vehicle and the ground measured by the distance measuring means 21 and the height data of the vehicle calculated by the integrating means 14 are inputted to the profile calculating means 22. The profile calculation means 22 subtracts the distance data between the vehicle and the ground from the height data of the vehicle for each unit time or unit distance, thereby obtaining and outputting a height profile of the ground surface.
【0013】なお、例えばレーザ灯台15を省略してG
PS受信機16を車両11に搭載するといったことも考
えられるが、この場合、建物の影などでGPS受信機1
6が使用できない状況が発生しうるため、得策ではな
い。しかも、GPS高度データは一般に測定中に変動す
るため、その変動誤差が地表高低プロファイルの誤差と
なってしまい、この点でも得策ではない。For example, the laser lighthouse 15 is omitted and G
It is conceivable that the PS receiver 16 is mounted on the vehicle 11, but in this case, the GPS receiver 1
It is not a good idea because a situation may occur in which 6 cannot be used. In addition, since the GPS altitude data generally fluctuates during the measurement, the fluctuation error becomes an error in the low profile of the ground surface, and this is not a good idea.
【0014】図3はGPS受信機16で高さがセットさ
れたレーザ灯台15を使用する地表高低プロファイル測
定装置の簡易な構成を示したものである。この例では車
両の高さデータに受光器17によって検出した高さを用
いており、即ち距離測定手段21によって測定された車
両と地面との距離データと、この受光器17によって検
出した車両の高さデータとがプロファイル演算手段22
に入力されて、地表の高低プロファイルが求められるも
のとなっている。FIG. 3 shows a simple configuration of a ground level low profile measuring apparatus using a laser lighthouse 15 whose height is set by a GPS receiver 16. In this example, the height detected by the light receiver 17 is used for the height data of the vehicle, that is, the distance data between the vehicle and the ground measured by the distance measuring means 21 and the height of the vehicle detected by the light receiver 17. Data and the profile calculation means 22
, And a height profile of the ground surface is required.
【0015】この図3に示した構成は前述した図1の、
加速度を使用する構成と比較して、下記のような欠点が
あるが、使用条件により使い分けることができる。 (1)図3の構成ではレーザ灯台15の範囲にレーザ光
を遮る障害物があると、その個所だけ測定できなくな
る。図1の構成なら、短時間なら障害物でレーザ光が遮
られても使用できる。The configuration shown in FIG. 3 is similar to that of FIG.
Compared to the configuration using acceleration, there are the following disadvantages, but they can be used properly depending on the use conditions. (1) In the configuration of FIG. 3, if there is an obstacle that blocks laser light in the range of the laser lighthouse 15, it is impossible to measure only that portion. The configuration shown in FIG. 1 can be used for a short time even if the laser beam is blocked by an obstacle.
【0016】(2)車両の高さデータはプロファイル測
定に必要な周波数で得られなければならないが、レーザ
灯台15は一般にレーザ発光器を回転させているため、
図3の構成の場合、必要な周波数で高さデータが得られ
ず、プロファイル測定が不十分となる場合がある。図1
の構成では、この欠点はない。(2) Vehicle height data must be obtained at the frequency required for profile measurement. However, since the laser lighthouse 15 generally rotates a laser emitter,
In the case of the configuration in FIG. 3, height data cannot be obtained at a required frequency, and profile measurement may be insufficient. FIG.
This configuration does not have this disadvantage.
【0017】[0017]
【発明の効果】以上説明したように、この発明によれば
車両で走行しながら地表の高低プロファイルを簡易に測
定することができ、かつ絶対的な高さまで測定すること
ができる。As described above, according to the present invention, it is possible to easily measure the height profile of the ground surface while traveling with a vehicle, and also to measure an absolute height.
【図1】請求項2の発明の実施例を示すブロック図。FIG. 1 is a block diagram showing an embodiment of the invention of claim 2;
【図2】車両で走行しながら測定を行う様子を示す図。FIG. 2 is a diagram illustrating a state in which measurement is performed while traveling in a vehicle.
【図3】請求項1の発明の実施例を示すブロック図。FIG. 3 is a block diagram showing an embodiment of the invention of claim 1;
Claims (2)
基準となるレーザ光を出射するレーザ灯台と、 車両に搭載され、上記レーザ光を受光して、その車両の
高さを検出する手段と、 上記車両と地面との距離を測定する手段と、 上記検出した高さから上記測定した距離を減じて地表の
高低プロファイルを求める手段と、 よりなることを特徴とする地表高低プロファイル測定装
置。1. A GPS receiver, a laser lighthouse that emits a laser beam serving as a height reference based on an installation height measured by the GPS receiver, a laser lighthouse mounted on a vehicle, and receiving the laser beam Means for detecting the height of the vehicle, means for measuring the distance between the vehicle and the ground, and means for obtaining the height profile of the ground surface by subtracting the measured distance from the detected height. A surface height low profile measuring device characterized by the following.
基準となるレーザ光を出射するレーザ灯台と、 車両に搭載され、上記レーザ光を受光して、その車両の
高さを検出する手段と、 上記車両の鉛直加速度を測定する手段と、 その測定した鉛直加速度を積分して高さを算出する積分
手段と、 その算出した高さと、上記検出した高さとの差を上記積
分手段に負帰還する手段と、 上記車両と地面との距離を測定する手段と、 上記算出した高さから上記測定した距離を減じて地表の
高低プロファイルを求める手段と、 よりなることを特徴とする地表高低プロファイル測定装
置。2. A GPS receiver, a laser lighthouse that emits a laser beam serving as a height reference based on an installation height measured by the GPS receiver, and a laser lighthouse mounted on a vehicle and receiving the laser beam. Means for detecting the height of the vehicle; means for measuring the vertical acceleration of the vehicle; integrating means for calculating the height by integrating the measured vertical acceleration; Means for negatively feeding back the difference from the height to the integrating means, means for measuring the distance between the vehicle and the ground, means for subtracting the measured distance from the calculated height to obtain a height profile on the ground, An apparatus for measuring the height of a ground surface profile, comprising:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10172699A JP2000009463A (en) | 1998-06-19 | 1998-06-19 | Apparatus for measuring ground surface level profile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10172699A JP2000009463A (en) | 1998-06-19 | 1998-06-19 | Apparatus for measuring ground surface level profile |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000009463A true JP2000009463A (en) | 2000-01-14 |
Family
ID=15946718
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10172699A Withdrawn JP2000009463A (en) | 1998-06-19 | 1998-06-19 | Apparatus for measuring ground surface level profile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000009463A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2564423A (en) * | 2017-07-07 | 2019-01-16 | Mattest Southern Ltd | Apparatus and method for determining an indicator of the macrotexture of a road surface |
DE102017116095A1 (en) * | 2017-07-18 | 2019-01-24 | Deutsches Zentrum für Luft- und Raumfahrt e.V. | Method and device for measuring a height profile of a surface along a surveying direction |
WO2020203614A1 (en) * | 2019-04-04 | 2020-10-08 | 株式会社トプコン | Surveying robot and surveying robot system |
-
1998
- 1998-06-19 JP JP10172699A patent/JP2000009463A/en not_active Withdrawn
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2564423A (en) * | 2017-07-07 | 2019-01-16 | Mattest Southern Ltd | Apparatus and method for determining an indicator of the macrotexture of a road surface |
DE102017116095A1 (en) * | 2017-07-18 | 2019-01-24 | Deutsches Zentrum für Luft- und Raumfahrt e.V. | Method and device for measuring a height profile of a surface along a surveying direction |
WO2020203614A1 (en) * | 2019-04-04 | 2020-10-08 | 株式会社トプコン | Surveying robot and surveying robot system |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20050906 |