JPH10260039A - Surveying equipment for gps - Google Patents

Surveying equipment for gps

Info

Publication number
JPH10260039A
JPH10260039A JP9085798A JP8579897A JPH10260039A JP H10260039 A JPH10260039 A JP H10260039A JP 9085798 A JP9085798 A JP 9085798A JP 8579897 A JP8579897 A JP 8579897A JP H10260039 A JPH10260039 A JP H10260039A
Authority
JP
Japan
Prior art keywords
gps
mounting body
antenna
antenna mounting
surveying instrument
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Withdrawn
Application number
JP9085798A
Other languages
Japanese (ja)
Inventor
Eiji Takahashi
栄次 高橋
Susumu Yamamoto
進 山本
Hiroshi Koyama
浩史 小山
Shigeru Kashimoto
繁 栢本
Akira Tomioka
彰 富岡
Hiroshi Ono
浩史 大野
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP9085798A priority Critical patent/JPH10260039A/en
Publication of JPH10260039A publication Critical patent/JPH10260039A/en
Withdrawn legal-status Critical Current

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  • Position Fixing By Use Of Radio Waves (AREA)
  • Optical Radar Systems And Details Thereof (AREA)

Abstract

PROBLEM TO BE SOLVED: To measure GPS even when a tall obstruction such as a forest exists around an observation point. SOLUTION: In the surveying equipment 1 for GPS, an antenna attaching body 4 which has a GPS antenna 3 is fixed to the top of a boom 2 through a connecting mechanism 5 which contains built-in servo-motors 8, 10 as rotation driving devices. The antenna attaching body 4 includes a positioning laser 12, a light wave range finder 13, and two-axial inclinometers 14, 15 which measure attitude of the antenna attaching body 4, and the connecting mechanism 5 has a built-in controller 18 which controls driving of servo-motors 8, 10 using data measured by two-axial inclinometers 14, 15.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、いわゆるGPS測
量で使用するGPS用測量機器に関する。
The present invention relates to a GPS surveying instrument used in so-called GPS surveying.

【0002】[0002]

【従来の技術】GPS衛星からの電波信号を受信するこ
とによって自分自身の位置を求めることができる測位シ
ステムは、航空機等の動体のナビゲーション(航法支
援)や時刻情報の提供を目的として開発されたが、現在
では、測量分野においても広く利用されている。
2. Description of the Related Art A positioning system capable of determining its own position by receiving a radio signal from a GPS satellite has been developed for the purpose of navigation (navigation support) of a moving object such as an aircraft and providing time information. However, it is now widely used in the field of surveying.

【0003】特に、干渉測位方式を用いたGPS測量
は、2点間の相対的な位置関係を高精度に求めることが
可能であり、観測点間の視通を要しない、天候に左右さ
れない、超長距離の観測が可能である等の特徴を有する
ことから画期的な測量方法として大いに注目されてい
る。
[0003] In particular, GPS surveying using the interferometric positioning method can determine the relative positional relationship between two points with high accuracy, does not require line-of-sight between observation points, is not affected by the weather, Due to its features such as the ability to observe over very long distances, it has attracted much attention as an innovative surveying method.

【0004】[0004]

【発明が解決しようとする課題】ここで、GPS測量を
行う際、上述したように、観測点間が互いに見通せる必
要はない代わりに、当然のことながらGPS衛星と各観
測位置との間には障害物があってはならないという制約
がある。
Here, when performing a GPS survey, as described above, the observation points do not need to be able to see each other, but, of course, the distance between the GPS satellites and each observation position is not limited. There is a restriction that there must be no obstacles.

【0005】そのため、例えば、林間に位置する地点を
GPSで測量しようとしても、木や林が障害物となって
GPS衛星からの電波を受信することができず、結果と
して、GPS測量が不可能になるという問題を生じてい
た。
[0005] For this reason, for example, even if it is attempted to measure a point located between forests by GPS, trees and forests become obstacles and cannot receive radio waves from GPS satellites. As a result, GPS surveying becomes impossible. Problem.

【0006】本発明は、上述した事情を考慮してなされ
たもので、観測点の周囲に林等の背の高い障害物が存在
する場合においてもGPS測量が可能なGPS用測量機
器を提供することを目的とする。
The present invention has been made in view of the above circumstances, and provides a GPS surveying instrument capable of performing GPS surveying even when a tall obstacle such as a forest exists around an observation point. The purpose is to:

【0007】[0007]

【課題を解決するための手段】上記目的を達成するた
め、本発明のGPS用測量機器は請求項1に記載したよ
うに、GPSアンテナ、位置合わせ用レーザ及び光波距
離計が取り付けられたアンテナ取付体と、該アンテナ取
付体を高所作業車等の昇降部位に連結する連結機構とか
らなり、該連結機構は、前記位置合わせ用レーザの照射
方向及び前記光波距離計の測距方向が鉛直下方を向くよ
うに前記アンテナ取付体の姿勢を保持自在に構成された
ものである。
In order to achieve the above object, a GPS surveying instrument according to the present invention has an antenna mounted with a GPS antenna, a positioning laser and an optical distance meter. And a connecting mechanism for connecting the antenna mounting body to an ascending / descending part such as an aerial work vehicle, the connecting mechanism is configured such that the irradiation direction of the positioning laser and the distance measuring direction of the optical distance meter are vertically downward. , So that the posture of the antenna mounting body can be held freely.

【0008】また、本発明のGPS用測量機器は、前記
アンテナ取付体の下面に球状凸面を設けて該球状凸面を
前記連結機構に形成された球状凹面上に載せることによ
って、前記アンテナ取付体を前記球状凹面にて摺動自在
に支持するとともに、前記アンテナ取付体の下方に姿勢
保持用の錘を設けたものである。
Further, in the GPS surveying instrument of the present invention, a spherical convex surface is provided on a lower surface of the antenna mounting body, and the spherical convex surface is mounted on a spherical concave surface formed in the coupling mechanism, whereby the antenna mounting body is mounted. The antenna is slidably supported by the spherical concave surface, and a weight for holding a posture is provided below the antenna mounting body.

【0009】また、本発明のGPS用測量機器は、前記
アンテナ取付体を互いに平行でない2つの軸線廻りに回
転させる回転駆動手段を前記連結機構に設けるととも
に、前記アンテナ取付体に取り付けられた姿勢計測手段
の計測データを用いて前記回転駆動手段を駆動制御する
制御手段を備えたものである。
Further, in the GPS surveying instrument of the present invention, a rotation driving means for rotating the antenna mounting body around two axes which are not parallel to each other is provided in the coupling mechanism, and the attitude measuring device mounted on the antenna mounting body is provided. And a control means for controlling the driving of the rotation driving means using the measurement data of the means.

【0010】本発明のGPS用測量機器においては、そ
の連結機構の一端を高所作業車等の昇降部位に連結す
る。そして、GPS測量を行う地点の周囲に立つ木や林
が障害物とならない高さまで、高所作業車等の昇降部位
を上昇させる。
[0010] In the GPS surveying instrument of the present invention, one end of the connection mechanism is connected to an ascending / descending portion such as an aerial work vehicle. Then, the elevating part of the aerial work vehicle or the like is raised to such a height that trees and forests standing around the point where the GPS survey is performed do not become obstacles.

【0011】ここで、GPS用測量機器の上昇作業と並
行してあるいは該作業と前後して、GPS用測量機器と
地表の測量点との位置合わせを行う。すなわち、アンテ
ナ取付体に備えられた位置合わせ用レーザを作動させて
レーザ光を照射し、該レーザ光が測量点に照射されるよ
うにGPS用測量機器の水平位置を調整する。
At this time, in parallel with or before or after the ascending operation of the GPS surveying device, the positioning of the GPS surveying device and the survey points on the ground is performed. That is, the positioning laser provided on the antenna mounting body is operated to irradiate the laser light, and the horizontal position of the GPS surveying instrument is adjusted so that the laser light is irradiated to the surveying point.

【0012】ここで、位置合わせ用レーザを取り付けた
アンテナ取付体は、該レーザの照射方向が鉛直下方を向
くように連結機構によって姿勢が保持されるので、位置
合わせ用レーザから照射されたレーザ光は、高所作業車
等の昇降部位や連結機構の姿勢にかかわらず常に鉛直下
方に照射されることとなり、測量点の水平座標成分は、
レーザ光照射位置の水平座標成分に等しくなる。
Here, since the position of the antenna mounting body to which the positioning laser is mounted is held by the connecting mechanism so that the irradiation direction of the laser is directed vertically downward, the laser beam emitted from the positioning laser is Will always be illuminated vertically downward regardless of the position of the ascending and descending parts of the aerial work vehicle and the coupling mechanism, and the horizontal coordinate component of the survey point is
It becomes equal to the horizontal coordinate component of the laser beam irradiation position.

【0013】位置合わせが完了したならば、アンテナ取
付体と観測点との鉛直距離を光波距離計で計測するとと
もにGPSアンテナで受信されたGPS電波を用いてア
ンテナ設置位置を測量する。そして、その位置の水平座
標成分を用いて地表の観測点における水平座標成分を算
出するとともに、該位置での鉛直座標成分から光波距離
計で計測された鉛直距離を差し引くことによって観測点
における鉛直座標成分を算出する。
When the positioning is completed, the vertical distance between the antenna mounting body and the observation point is measured by a lightwave distance meter, and the antenna installation position is measured by using the GPS radio wave received by the GPS antenna. Then, the horizontal coordinate component at the observation point on the ground surface is calculated using the horizontal coordinate component at that position, and the vertical coordinate at the observation point is obtained by subtracting the vertical distance measured by the lightwave distance meter from the vertical coordinate component at the position. Calculate the components.

【0014】位置合わせ用レーザや光波距離計について
は任意の形式のものを使用することが可能であり、両方
の機能を兼ね備えたものを使用してもよい。
Any type of positioning laser or lightwave distance meter can be used, and a laser having both functions may be used.

【0015】アンテナ取付体については、GPSアンテ
ナ、位置合わせ用レーザ及び光波距離計が一体に固定で
きるものであればどのような構造形式でもよい。
The antenna mounting body may be of any structure as long as the GPS antenna, the positioning laser and the optical distance meter can be integrally fixed.

【0016】連結機構については、位置合わせ用レーザ
の照射方向及び光波距離計の測距方向が鉛直下方を向く
ようにアンテナ取付体の姿勢を保持できるものであれば
いかなるものでもよいが、アンテナ取付体の下面に球状
凸面を設けて該球状凸面を連結機構に形成された球状凹
面上に載せることによって、アンテナ取付体を球状凹面
にて摺動自在に支持するとともに、前記アンテナ取付体
の下方に姿勢保持用の錘を設けるようにすれば、比較的
簡易な構造でアンテナ取付体を鉛直に姿勢保持すること
ができる。
The connecting mechanism may be any as long as it can maintain the attitude of the antenna mounting body so that the irradiation direction of the positioning laser and the distance measuring direction of the lightwave distance meter point vertically downward. By providing a spherical convex surface on the lower surface of the body and mounting the spherical convex surface on the spherical concave surface formed in the coupling mechanism, the antenna mounting body is slidably supported by the spherical concave surface, and the antenna mounting body is provided below the antenna mounting body. Providing a weight for holding the attitude allows the antenna mounting body to be held in a vertical attitude with a relatively simple structure.

【0017】また、アンテナ取付体を互いに平行でない
2つの軸線廻りに回転させる回転駆動手段を上述の連結
機構に設けるとともに、アンテナ取付体に取り付けられ
た姿勢計測手段の計測データを用いて回転駆動手段を駆
動制御する制御手段を備えるようにすれば、アンテナ取
付体の姿勢を高精度に制御することが可能となる。
In addition, a rotation driving means for rotating the antenna mounting body around two axes which are not parallel to each other is provided in the above-mentioned coupling mechanism, and the rotation driving means is provided by using the measurement data of the attitude measuring means mounted on the antenna mounting body. Is provided with a control means for driving and controlling the antenna, it is possible to control the attitude of the antenna mounting body with high accuracy.

【0018】回転駆動手段としては、油圧、空気圧、電
動等任意の駆動形式から適宜選択することが可能であ
り、例えば電動、特にサーボモータやステッピングモー
タを選択することができる。また、姿勢計測手段につい
ても、静電容量式の傾斜計やレーザジャイロ等の計測手
段から任意に選択することができる。
The rotary drive means can be appropriately selected from any type of drive such as hydraulic pressure, pneumatic pressure, electric drive, and the like. For example, an electric drive, particularly, a servo motor or a stepping motor can be selected. Also, the attitude measuring means can be arbitrarily selected from measuring means such as a capacitance inclinometer and a laser gyro.

【0019】[0019]

【発明の実施の形態】以下、本発明に係るGPS用測量
機器の実施の形態について、添付図面を参照して説明す
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a GPS surveying instrument according to the present invention will be described below with reference to the accompanying drawings.

【0020】(第1実施形態)図1は、本実施形態に係
るGPS用測量機器を全体斜視図で示したものである。
同図でわかるように、本実施形態のGPS用測量機器1
は、GPSアンテナ3を取り付けたアンテナ取付体4を
連結機構5を介して昇降部位としての高所作業車(図示
せず)のブーム2の先端に取り付けてある。
(First Embodiment) FIG. 1 is an overall perspective view of a GPS surveying instrument according to the present embodiment.
As can be seen from the figure, the GPS surveying instrument 1 of the present embodiment
In FIG. 2, an antenna mounting body 4 to which a GPS antenna 3 is mounted is attached to a tip end of a boom 2 of an aerial work vehicle (not shown) serving as an elevating part via a connecting mechanism 5.

【0021】連結機構5は、ブーム2の先端に固定され
たL状の固定台6と、該固定台に連結されたコの字状の
可動支持部材7とから概ね構成され、固定台6に内蔵さ
れた回転駆動手段としてのサーボモータ8で可動支持部
材7を軸線9の回りに回動させるとともに、可動支持部
材7に内蔵された回転駆動手段としてのサーボモータ1
0でアンテナ取付体4を軸線9に直交する軸線11の回
りに回動させるようになっている。
The connecting mechanism 5 is generally composed of an L-shaped fixed base 6 fixed to the end of the boom 2 and a U-shaped movable support member 7 connected to the fixed base. The movable support member 7 is rotated around an axis 9 by a built-in servo motor 8 as a rotary drive unit, and the servo motor 1 as a rotary drive unit built in the movable support member 7 is provided.
At 0, the antenna mounting body 4 is rotated about an axis 11 orthogonal to the axis 9.

【0022】一方、アンテナ取付体4には、図2でよく
わかるように位置合わせ用レーザとしての半導体レーザ
12及び光波距離計13を内蔵してあり、それらは、G
PSアンテナ3が鉛直上方を向く位置にて該レーザの照
射方向及び該距離計の測距方法が鉛直下方を向くように
配設してある。そして、GPS用測量機器1を位置合わ
せする際、半導体レーザ12から出たレーザ光は、地上
の測量点に設置されたターゲット16に位置合わせされ
るとともに、光波距離計13から出た光は、該ターゲッ
トに貼り付けられた光波距離計用反射シート17に当た
って反射するようになっている。
On the other hand, the antenna mounting body 4 incorporates a semiconductor laser 12 and a lightwave distance meter 13 as a positioning laser, as can be clearly understood from FIG.
At the position where the PS antenna 3 faces vertically upward, the irradiation direction of the laser and the distance measuring method of the distance meter are disposed so as to face vertically downward. When positioning the GPS surveying instrument 1, the laser light emitted from the semiconductor laser 12 is aligned with a target 16 installed at a surveying point on the ground, and the light emitted from the optical distance meter 13 is The light strikes a reflection sheet 17 for an electro-optical distance meter attached to the target and is reflected.

【0023】また、アンテナ取付体4には、GPSアン
テナ3及び半導体レーザ12を通るラインが鉛直になっ
たときを基準としてアンテナ取付体4の姿勢を計測する
姿勢計測手段としての二軸傾斜計14、15を取り付け
てあり、可動支持部材7には、図1でわかるように該二
軸傾斜計の計測データを用いてサーボモータ8、サーボ
モータ10を駆動制御する制御手段としてのコントロー
ラ18を内蔵してある。なお、二軸傾斜計14は、±1
0゜程度、二軸傾斜計15は±3゜程度の誤差範囲で計
測が可能なものを適宜選択するのがよい。傾斜計として
は、例えば静電容量式のものを用いることができる。
The antenna mount 4 has a two-axis inclinometer 14 as attitude measuring means for measuring the attitude of the antenna mount 4 with reference to when the line passing through the GPS antenna 3 and the semiconductor laser 12 is vertical. , 15 are mounted, and the movable support member 7 incorporates a controller 18 as control means for controlling the servomotor 8 and the servomotor 10 using the measurement data of the two-axis inclinometer as can be seen in FIG. I have. In addition, the biaxial inclinometer 14 is ± 1.
The two-axis inclinometer 15 should preferably be capable of measuring within an error range of about ± 3 °. For example, a capacitance-type inclinometer can be used.

【0024】図3は、本実施形態のGPS用測量機器の
ブロック図を示したものである。同図でわかるように、
GPSアンテナ3は、図示しない高所作業車に搭載され
た受信機としてのGPSコントローラ22に接続され、
該コントローラにてGPS電波を受信するようになって
いるとともに、かかるコントローラ22は、コントロー
ラ18、半導体レーザ12及び光波距離計13とともに
同じく高所作業車の例えば運転室に搭載されたパーソナ
ルコンピュータ21に接続してあり、該パーソナルコン
ピュータは、各機器を制御するとともに受信データや計
測データの演算や分析あるいは記憶作業を行うように構
成してある。
FIG. 3 is a block diagram of a GPS surveying instrument according to the present embodiment. As you can see in the figure,
The GPS antenna 3 is connected to a GPS controller 22 as a receiver mounted on an aerial work vehicle (not shown),
The controller receives GPS radio waves, and the controller 22, together with the controller 18, the semiconductor laser 12, and the lightwave distance meter 13, are also connected to a personal computer 21 mounted in, for example, a driver's cab of an aerial work vehicle. The personal computer is connected, and is configured to control each device and perform calculation, analysis, and storage of received data and measured data.

【0025】次に、本実施形態のGPS用測量機器1を
用いて図4に示す林31に囲まれた測量点32を測量す
る手順について説明する。まず、高所作業車33を適当
な位置に設置して該作業車のブーム2を伸ばし、先端に
取り付けたGPS用測量機器1を上昇させる。必要な上
昇高さとしては、GPS衛星34からの電波を受信する
のに周囲の林31が障害物とならないように適宜設定す
る。
Next, a procedure for surveying survey points 32 surrounded by a forest 31 shown in FIG. 4 using the GPS surveying instrument 1 of the present embodiment will be described. First, the aerial work vehicle 33 is installed at an appropriate position, the boom 2 of the work vehicle is extended, and the GPS surveying instrument 1 attached to the tip is raised. The required climb height is appropriately set so that the surrounding forest 31 does not become an obstacle for receiving radio waves from the GPS satellites 34.

【0026】次に、アンテナ取付体4に備えられた半導
体レーザ12を作動させてレーザ光を照射し、該レーザ
光が測量点32に当たるようにGPS用測量機器1の位
置合わせを行うが、かかる位置合わせを行う際、アンテ
ナ取付体4の姿勢を自動制御してレーザ光の照射方向を
鉛直下方に向ける。
Next, the semiconductor laser 12 provided on the antenna mounting body 4 is operated to irradiate a laser beam, and the GPS surveying instrument 1 is positioned so that the laser beam hits the survey point 32. When performing positioning, the attitude of the antenna mounting body 4 is automatically controlled to direct the irradiation direction of the laser beam vertically downward.

【0027】すなわち、アンテナ取付体4に取り付けた
二軸傾斜計14、15で該アンテナ取付体の姿勢を計測
し、該計測データを制御量としてコントローラ18で各
サーボモータ8、10を駆動制御する。そして、可動支
持部材7、アンテナ取付体4をそれぞれ軸線9、11の
回りに必要なだけ必要な方向に回転させ、半導体レーザ
12の照射方向を鉛直下方を向ける。
That is, the attitude of the antenna mount is measured by the two-axis inclinometers 14 and 15 attached to the antenna mount 4, and the servo motors 8 and 10 are driven and controlled by the controller 18 using the measured data as a control amount. . Then, the movable support member 7 and the antenna mounting body 4 are rotated around the axes 9 and 11 in necessary directions as necessary, and the irradiation direction of the semiconductor laser 12 is directed vertically downward.

【0028】このようにレーザ光を鉛直下方に照射した
状態で、該レーザ光が測量点32に設置されたターゲッ
ト16の所定ポイントに照射されるようにGPS用測量
機器1の位置合わせを行い、しかる後に、光波距離計1
3でアンテナ取付体4と測量点32との鉛直距離を計測
する。なお、GPS用測量機器1の位置合わせは、ブー
ム2の伸縮あるいは旋回動作によって行うことができ
る。
With the laser beam radiated vertically downward in this way, the positioning of the GPS surveying instrument 1 is performed so that the laser beam is radiated to a predetermined point of the target 16 installed at the surveying point 32, After a while, lightwave distance meter 1
At 3, the vertical distance between the antenna mount 4 and the survey point 32 is measured. The positioning of the GPS surveying instrument 1 can be performed by extending or retracting or turning the boom 2.

【0029】一方、GPSアンテナ3及びGPSコント
ローラ22で受信されたGPS電波を用いてGPSアン
テナ3が配置された箇所での座標をパーソナルコンピュ
ータ21で解析し、その位置を特定する。ここで、GP
S電波を用いた測量方法については、公知の観測方式か
ら例えば、キネマティック方式と呼ばれる観測方式を採
用すればよい。すなわち、別の場所に図示しないGPS
受信機を設置して固定局とするとともに本実施形態のG
PS用測量機器1を移動局とみなしてGPS測量を行
う。
On the other hand, using the GPS radio waves received by the GPS antenna 3 and the GPS controller 22, the coordinates at the place where the GPS antenna 3 is arranged are analyzed by the personal computer 21 to specify the position. Where GP
As the surveying method using the S radio wave, for example, an observation method called a kinematic method may be adopted from a known observation method. That is, a GPS (not shown) in another place
A receiver is installed to serve as a fixed station, and G in this embodiment is used.
The GPS surveying device 1 is regarded as a mobile station and performs GPS surveying.

【0030】GPSアンテナ3の配置箇所での座標が特
定されたならば、該座標値のうち、水平座標2成分を地
表の観測点32における水平座標2成分とするととも
に、鉛直座標成分から光波距離計13で計測された鉛直
距離を差し引くことによって観測点32における鉛直座
標成分を算出する。なお、これらの座標成分を算出する
にあたっては、GPSアンテナ3と半導体レーザ12若
しくは光波距離計13との相対位置関係を必要に応じて
適宜考慮する。
When the coordinates at the location of the GPS antenna 3 are specified, the two horizontal coordinate components of the coordinate values are used as the two horizontal coordinate components at the observation point 32 on the ground, and the lightwave distance from the vertical coordinate component is calculated. The vertical coordinate component at the observation point 32 is calculated by subtracting the vertical distance measured by the total 13. In calculating these coordinate components, the relative positional relationship between the GPS antenna 3 and the semiconductor laser 12 or the optical distance meter 13 is appropriately considered as necessary.

【0031】以上説明したように、本実施形態に係るG
PS用測量機器1によれば、GPSアンテナ3が取り付
けられたアンテナ取付体4を連結機構5を介してブーム
2の先端に取り付け、該アンテナ取付体に取り付けられ
た半導体レーザ12の照射方向が鉛直下方を向くように
アンテナ取付体4の姿勢を自動制御するようにしたの
で、高所作業車33を設置した地盤面の傾斜やブーム2
の角度あるいは連結機構5の姿勢にかかわらず、レーザ
光は、GPSアンテナ3の鉛直下方位置を正確に示すこ
ととなる。そのため、レーザ光を測量点32に位置合わ
せしておけば、GPS測量で得られた水平座標位置を測
量点32の水平座標成分とすることが可能となる。
As described above, G according to the present embodiment is
According to the PS surveying instrument 1, the antenna mounting body 4 on which the GPS antenna 3 is mounted is mounted on the end of the boom 2 via the connecting mechanism 5, and the irradiation direction of the semiconductor laser 12 mounted on the antenna mounting body is vertical. Since the attitude of the antenna mounting body 4 is automatically controlled so as to face downward, the inclination of the ground surface where the aerial work vehicle 33 is installed and the boom 2
Irrespective of the angle or the attitude of the coupling mechanism 5, the laser light will accurately indicate the position vertically below the GPS antenna 3. Therefore, if the laser beam is aligned with the survey point 32, the horizontal coordinate position obtained by the GPS survey can be used as the horizontal coordinate component of the survey point 32.

【0032】また、光波距離計13の測距方向も半導体
レーザ12と同様、鉛直下方に向けられるので、該距離
計で計測された鉛直距離は、アンテナ取付体4と地表面
の測量点32との鉛直距離を正確に示すこととなる。そ
のため、GPS測量で得られた鉛直座標位置から光波距
離計13で計測した鉛直距離を差し引くことによって測
量点32の鉛直座標成分を容易に算出することが可能と
なる。
Since the distance measuring direction of the lightwave distance meter 13 is directed vertically downward similarly to the semiconductor laser 12, the vertical distance measured by the distance meter is the distance between the antenna mounting body 4 and the survey point 32 on the ground surface. The vertical distance of the vehicle. Therefore, the vertical coordinate component of the survey point 32 can be easily calculated by subtracting the vertical distance measured by the lightwave distance meter 13 from the vertical coordinate position obtained by the GPS survey.

【0033】かくして、地表面上方に配置されたGPS
アンテナ3と地表面の測量点32との位置関係を正確に
関連づけることが可能となり、従来であれば、測量点3
2の周囲に障害物が存在するためにGPS測量が不可能
なケースであっても、本実施形態によれば、GPS測量
を行い該測量で得られたデータを用いて地表面の測量点
にける座標値を容易かつ正確に求めることができる。そ
して、GPS電波を受信できない地点においても、より
少ない人員でより精度の高い測量を行うことができると
いうGPS測量の長所を享受することが可能となる。
Thus, the GPS arranged above the ground surface
It is possible to accurately associate the positional relationship between the antenna 3 and the survey point 32 on the ground surface.
According to the present embodiment, even in a case where GPS surveying is impossible due to the presence of an obstacle around 2, the GPS surveying is performed and the survey points on the ground surface are determined using the data obtained by the surveying. Coordinate values can be obtained easily and accurately. In addition, even at a point where GPS radio waves cannot be received, it is possible to enjoy the advantage of GPS surveying that more accurate surveying can be performed with less personnel.

【0034】また、本実施形態によれば、連結機構5に
サーボモータ8、10を内蔵するとともに、該サーボモ
ータを二軸傾斜計で得られたデータを制御量として駆動
制御するようにしたので、アンテナ取付体4を高い精度
で姿勢制御することが可能となり、GPS測量で得られ
た座標値を、該座標値の精度を落とすことなく地表面に
おける座標値に変換することが可能となる。
Further, according to the present embodiment, the servomotors 8 and 10 are built in the coupling mechanism 5, and the servomotors are driven and controlled using data obtained by the two-axis inclinometer as a control amount. In addition, the attitude of the antenna mounting body 4 can be controlled with high accuracy, and the coordinate values obtained by the GPS survey can be converted into the coordinate values on the ground surface without lowering the accuracy of the coordinate values.

【0035】本実施形態では、高所作業車の伸縮ブーム
先端を昇降部位としたが、昇降部位をどのように選択す
るかは任意であり、本発明のGPS用測量機器を地表面
の上方にて支持できるものであれば、例えば屈伸ブーム
形でもよいし、いわゆる高所作業車でなくても、一般的
なクレーンを使用してもよいことは言うまでもない。
In the present embodiment, the tip of the telescopic boom of the aerial work vehicle is set as the elevating part. However, the method of selecting the elevating part is arbitrary. Needless to say, if it can be supported and supported, for example, it may be a bending / extending boom type, or a general crane may be used instead of a so-called aerial work vehicle.

【0036】また、本実施形態では、林間での適用につ
いて説明したが、これ以外にも例えばビルの谷間に挟ま
れた場所を測量する場合にも本発明を適用することがで
きる。
In this embodiment, the application in the forest has been described. However, the present invention can be applied to, for example, surveying a place between valleys of a building.

【0037】また、本実施形態では、水平方向の位置合
わせをGPS用測量機器の上昇作業終了後に行うように
したが、これに代えて、上昇作業と並行して行ってもよ
いし、まずは水平方向の位置合わせを行い、しかる後に
高所作業車の鉛直昇降機能を利用してGPS用測量機器
を鉛直に上昇させるようにしてもよい。
In the present embodiment, the horizontal alignment is performed after the completion of the lifting operation of the GPS surveying equipment. Alternatively, the horizontal positioning may be performed in parallel with the lifting operation. Orientation may be performed in the direction, and thereafter, the GPS surveying instrument may be raised vertically using the vertical lifting function of the aerial work vehicle.

【0038】また、本実施形態では、位置合わせ用レー
ザと光波距離計とを別々の機器としたが、それらの機能
を兼ね備えた機器を使用するようにしてもよい。
Further, in this embodiment, the positioning laser and the lightwave distance meter are separate devices, but a device having these functions may be used.

【0039】また、本実施形態では、連結機構に内蔵さ
れたサーボモータを駆動制御することによってアンテナ
取付体の姿勢を鉛直に保持するように構成したが、回転
駆動手段として、例えばフィードバック制御を行わない
ステッピングモータを用いてもよいことは言うまでもな
い。さらに言えば、このような回転駆動手段を連結手段
に備えることは必ずしも必要ではなく、要するに、位置
合わせ用レーザの照射方向及び光波距離計の測距方向が
鉛直下方を向くようにアンテナ取付体の姿勢を保持でき
るものであればいかなるものでもよい。
Further, in the present embodiment, the attitude of the antenna mounting body is held vertically by controlling the driving of the servo motor built in the coupling mechanism. However, for example, feedback control is performed as the rotation driving means. Needless to say, no stepping motor may be used. Furthermore, it is not always necessary to provide such a rotation driving means in the connecting means. In short, the antenna mounting body is so arranged that the irradiation direction of the positioning laser and the distance measuring direction of the lightwave distance meter point vertically downward. Any object can be used as long as the posture can be maintained.

【0040】図5は、かかる変形例を示した断面図であ
る。同図でわかるように、変形例に係るGPS用測量機
器41は、GPSアンテナ3が取り付けられたアンテナ
取付体42の下面に円形開口46が中央に形成された球
状凸面43を設けてあるとともに、固定台6に固定され
た連結機構としての台座44の上面に球状凹面45を形
成して該凹面上にアンテナ取付体42の球状凸面43を
載せてある。また、円形開口46の開口縁部には姿勢保
持用の錘47を取り付けてある。
FIG. 5 is a sectional view showing such a modification. As can be seen from the figure, the GPS surveying instrument 41 according to the modification has a spherical convex surface 43 in which a circular opening 46 is formed at the center on the lower surface of an antenna mounting body 42 to which the GPS antenna 3 is mounted. A spherical concave surface 45 is formed on the upper surface of a pedestal 44 serving as a coupling mechanism fixed to the fixed base 6, and the spherical convex surface 43 of the antenna mounting body 42 is mounted on the concave surface. At the edge of the circular opening 46, a weight 47 for holding the posture is attached.

【0041】かかる変形例においては、アンテナ取付体
42が台座44の球状凹面45上にて摺動自在に支持さ
れているので、該アンテナ取付体は、同図(b)に示すよ
うにブーム2の角度が変化してもその姿勢が鉛直に保持
される。なお、錘47は、アンテナ取付体42が台座4
4から脱落するのを防止するガイドの役割も果たす。
In this modified example, since the antenna mount 42 is slidably supported on the spherical concave surface 45 of the pedestal 44, the antenna mount is mounted on the boom 2 as shown in FIG. Is held vertically even if the angle changes. Note that the weight 47 is such that the antenna mounting body 42 is
It also plays the role of a guide to prevent it from dropping out.

【0042】そのため、かかる変形例においては、上述
した実施形態とほぼ同様の作用効果を奏するほか、比較
的簡易な構造でアンテナ取付体を鉛直に姿勢保持するこ
とができるという別の効果も奏する。
Therefore, in this modified example, in addition to having substantially the same operation and effect as the above-described embodiment, another effect that the antenna mounting body can be vertically held with a relatively simple structure is also obtained.

【0043】[0043]

【発明の効果】以上述べたように、請求項1に係る本発
明のGPS用測量機器によれば、従来であれば測量点の
周囲に障害物が存在するためにGPS測量が不可能なケ
ースであっても、本発明によればGPS測量を行い該測
量で得られたデータを用いて地表面の測量点を容易かつ
正確に算出することが可能となる。
As described above, according to the GPS surveying instrument of the present invention according to the first aspect, it is impossible to perform the GPS surveying because the obstacle is present around the surveying point in the related art. Even so, according to the present invention, it is possible to easily and accurately calculate a survey point on the ground surface using a GPS survey and using data obtained by the survey.

【0044】また、請求項2に係る本発明のGPS用測
量機器によれば、請求項1の効果に加えて、比較的簡易
な構造でアンテナ取付体を鉛直に姿勢保持することがで
きるという別の効果も奏する。
Further, according to the GPS surveying instrument of the present invention according to claim 2, in addition to the effect of claim 1, another advantage is that the antenna mounting body can be vertically held with a relatively simple structure. Also has the effect.

【0045】また、請求項3に係る本発明のGPS用測
量機器によれば、請求項1の効果に加えて、アンテナ取
付体を高い精度で姿勢制御することが可能となり、GP
S測量で得られた高精度の測量データをそのままの精度
で、地表面上での測量データに座標変換することが可能
になるという効果も奏する。
According to the GPS surveying instrument of the present invention according to the third aspect, in addition to the effect of the first aspect, the attitude of the antenna mounting body can be controlled with high accuracy.
There is also an effect that the high-precision survey data obtained by the S survey can be transformed into the survey data on the ground surface with the same accuracy.

【0046】[0046]

【図面の簡単な説明】[Brief description of the drawings]

【図1】本実施形態に係るGPS用測量機器の全体斜視
図。
FIG. 1 is an overall perspective view of a GPS surveying instrument according to an embodiment.

【図2】アンテナ取付体の全体斜視図。FIG. 2 is an overall perspective view of an antenna mounting body.

【図3】本実施形態に係るGPS用測量機器のブロック
図。
FIG. 3 is a block diagram of a GPS surveying instrument according to the embodiment.

【図4】本実施形態に係るGPS用測量機器の使用状況
を示した説明図。
FIG. 4 is an explanatory diagram showing a usage state of the GPS surveying instrument according to the embodiment.

【図5】変形例に係るGPS用測量機器を示したもので
あり、(a)は一部を断面で示した側面図、(b)は作用を説
明した図。
FIGS. 5A and 5B show a GPS surveying instrument according to a modified example, in which FIG. 5A is a side view partially showing a cross section, and FIG.

【符号の説明】[Explanation of symbols]

1、41 GPS用測量機器 2 高所作業車のブーム(昇降部位) 3 GPSアンテナ 4、42 アンテナ取付体 5 連結機構 6 固定台(連結機構) 7 可動支持部材(連結機構) 8、10 サーボモータ(回転駆動手段) 12 半導体レーザ(位置合わせ用レー
ザ) 13 光波距離計 14、15 二軸傾斜計(姿勢計測手段) 16 ターゲット 17 光波距離計用反射シート 18 コントローラ(制御手段) 43 球状凸面 44 台座(連結機構) 45 球状凹面 47 姿勢保持用錘
1, 41 GPS surveying equipment 2 Boom of aerial work vehicle (elevating part) 3 GPS antenna 4, 42 Antenna mount 5 Connecting mechanism 6 Fixed base (connecting mechanism) 7 Movable support member (connecting mechanism) 8, 10 Servo motor (Rotation driving means) 12 Semiconductor laser (Laser for positioning) 13 Lightwave distance meter 14, 15 Biaxial inclinometer (Attitude measurement means) 16 Target 17 Reflection sheet for Lightwave distance meter 18 Controller (Control means) 43 Spherical convex surface 44 Base (Connecting mechanism) 45 Spherical concave surface 47 Weight for holding posture

───────────────────────────────────────────────────── フロントページの続き (72)発明者 栢本 繁 東京都千代田区神田司町2丁目3番地 株 式会社大林組東京本社内 (72)発明者 富岡 彰 東京都千代田区神田司町2丁目3番地 株 式会社大林組東京本社内 (72)発明者 大野 浩史 東京都千代田区神田司町2丁目3番地 株 式会社大林組東京本社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Shigeru Kayamoto, Inventor 2-3-3 Kandaji-cho, Chiyoda-ku, Tokyo Co., Ltd. Obayashi Corporation Tokyo Head Office (72) Inventor Akira Tomioka 2-3-3, Kandaji-cho, Chiyoda-ku, Tokyo Obayashi Corporation Tokyo head office (72) Inventor Hiroshi Ohno 2-3-3 Kandajicho, Chiyoda-ku, Tokyo Obayashi Tokyo office

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 GPSアンテナ、位置合わせ用レーザ及
び光波距離計が取り付けられたアンテナ取付体と、該ア
ンテナ取付体を高所作業車等の昇降部位に連結する連結
機構とからなり、該連結機構は、前記位置合わせ用レー
ザの照射方向及び前記光波距離計の測距方向が鉛直下方
を向くように前記アンテナ取付体の姿勢を保持自在に構
成されたことを特徴とするGPS用測量機器。
1. An antenna mounting body on which a GPS antenna, a positioning laser and a lightwave distance meter are mounted, and a connecting mechanism for connecting the antenna mounting body to an ascending / descending part of a high-altitude work vehicle or the like. Is a GPS surveying instrument characterized in that the position of the antenna mounting body can be freely held such that the irradiation direction of the positioning laser and the distance measuring direction of the lightwave distance meter point vertically downward.
【請求項2】 前記アンテナ取付体の下面に球状凸面を
設けて該球状凸面を前記連結機構に形成された球状凹面
上に載せることによって、前記アンテナ取付体を前記球
状凹面にて摺動自在に支持するとともに、前記アンテナ
取付体の下方に姿勢保持用の錘を設けた請求項1記載の
GPS用測量機器。
2. The antenna mounting body is slidable on the spherical concave surface by providing a spherical convex surface on a lower surface of the antenna mounting body and mounting the spherical convex surface on a spherical concave surface formed on the coupling mechanism. The GPS surveying instrument according to claim 1, further comprising a weight for supporting and holding a posture below the antenna mounting body.
【請求項3】 前記アンテナ取付体を互いに平行でない
2つの軸線廻りに回転させる回転駆動手段を前記連結機
構に設けるとともに、前記アンテナ取付体に取り付けら
れた姿勢計測手段の計測データを用いて前記回転駆動手
段を駆動制御する制御手段を備えた請求項1記載のGP
S用測量機器。
3. The connecting mechanism is provided with rotation driving means for rotating the antenna mounting body around two axes not parallel to each other, and the rotation is performed by using measurement data of attitude measuring means mounted on the antenna mounting body. 2. The GP according to claim 1, further comprising control means for controlling driving of the driving means.
Surveying equipment for S.
JP9085798A 1997-03-18 1997-03-18 Surveying equipment for gps Withdrawn JPH10260039A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9085798A JPH10260039A (en) 1997-03-18 1997-03-18 Surveying equipment for gps

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9085798A JPH10260039A (en) 1997-03-18 1997-03-18 Surveying equipment for gps

Publications (1)

Publication Number Publication Date
JPH10260039A true JPH10260039A (en) 1998-09-29

Family

ID=13868910

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9085798A Withdrawn JPH10260039A (en) 1997-03-18 1997-03-18 Surveying equipment for gps

Country Status (1)

Country Link
JP (1) JPH10260039A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007078647A (en) * 2005-09-16 2007-03-29 Seiko Epson Corp Gps receiver
KR100791082B1 (en) 2007-06-28 2008-01-03 (주)한성유아이엔지니어링 Geographical features monitoring system
KR101479332B1 (en) * 2014-02-17 2015-01-06 주식회사 이노매틱스 Rotating apparatus for measuring displacements
WO2018124058A1 (en) * 2016-12-26 2018-07-05 株式会社クボタ Location positioning system and positioning device
JP2018105707A (en) * 2016-12-26 2018-07-05 株式会社クボタ Location positioning system
JP2018105708A (en) * 2016-12-26 2018-07-05 株式会社クボタ Location positioning system
JP2021117023A (en) * 2020-01-22 2021-08-10 国立研究開発法人農業・食品産業技術総合研究機構 Antenna fittings of global navigation satellite system of reference station for highly accurate positioning

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007078647A (en) * 2005-09-16 2007-03-29 Seiko Epson Corp Gps receiver
KR100791082B1 (en) 2007-06-28 2008-01-03 (주)한성유아이엔지니어링 Geographical features monitoring system
KR101479332B1 (en) * 2014-02-17 2015-01-06 주식회사 이노매틱스 Rotating apparatus for measuring displacements
WO2018124058A1 (en) * 2016-12-26 2018-07-05 株式会社クボタ Location positioning system and positioning device
JP2018105707A (en) * 2016-12-26 2018-07-05 株式会社クボタ Location positioning system
JP2018105708A (en) * 2016-12-26 2018-07-05 株式会社クボタ Location positioning system
JP2021117023A (en) * 2020-01-22 2021-08-10 国立研究開発法人農業・食品産業技術総合研究機構 Antenna fittings of global navigation satellite system of reference station for highly accurate positioning

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