JPH09159449A - Surveying method - Google Patents
Surveying methodInfo
- Publication number
- JPH09159449A JPH09159449A JP7315573A JP31557395A JPH09159449A JP H09159449 A JPH09159449 A JP H09159449A JP 7315573 A JP7315573 A JP 7315573A JP 31557395 A JP31557395 A JP 31557395A JP H09159449 A JPH09159449 A JP H09159449A
- Authority
- JP
- Japan
- Prior art keywords
- surveying
- rod
- image
- optical machine
- displacement
- 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
- 238000000034 method Methods 0.000 title claims abstract description 18
- 230000003287 optical effect Effects 0.000 claims abstract description 33
- 238000012545 processing Methods 0.000 claims description 7
- 238000012544 monitoring process Methods 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims 12
- 238000001514 detection method Methods 0.000 abstract description 3
- 230000005540 biological transmission Effects 0.000 description 9
- 238000010586 diagram Methods 0.000 description 4
- 238000012797 qualification Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Landscapes
- Arrangements For Transmission Of Measured Signals (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、いわゆる三角測量
に係わり、特に測量光学機械における視準用接眼部より
取込みされた測量画像を画像処理することによって、基
準点に対する測量棒のずれの量と方向がディジタルデー
タとして検出された上、測量棒側に電波により無線送信
される一方、測量棒側においては、受信されたずれの量
と方向にもとづき測量棒が移動せしめられた状態で三角
測量が行われるようにした測量方法に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to so-called triangulation, and more particularly, to the amount of deviation of a surveying rod from a reference point by image-processing a surveying image captured from a sighting eyepiece in a surveying optical machine. While the direction is detected as digital data, it is wirelessly transmitted to the surveying rod side by radio waves.On the other hand, on the surveying rod side, triangulation is performed with the surveying rod moved based on the amount and direction of the deviation received. It is related to the surveying method that was carried out.
【0002】[0002]
【従来の技術】これまでにあっては、専ら、測量光学機
械側、測量棒側にそれぞれ専門作業者が常時配置された
状態で三角測量が行われているのが実情である。即ち、
測量光学機械側では、基準点に対する測量棒のずれが目
視可とされているが、このずれは測量棒側に随時指示さ
れるものとなっている。しかして、測量棒側では、その
指示にもとづいて測量棒が移動せしめられつつ、三角測
量が行われていたものである。なお、この種技術に関す
るものとしては、例えば実開昭64−6510号公報
「測量光学機械の遠隔視準装置」が挙げられる。これに
よる場合、測量光学機械における視準用接眼部にはCC
Dカメラ等が取付けされたものとなっている。そのCC
Dカメラ等により検出された測量画像は遠隔に有線によ
り伝送された上、モニタ上に表示されることによって、
遠隔視準が可とされたものとなっている。2. Description of the Related Art Up to now, triangulation has been carried out in the state where specialized workers are always arranged on the surveying optical machine side and the surveying rod side, respectively. That is,
On the surveying optical machine side, the deviation of the surveying rod with respect to the reference point is visible, but this deviation is always instructed to the surveying rod side. Then, on the side of the surveying rod, the surveying rod was moved based on the instruction, and the triangulation was performed. As a technique related to this type, for example, Japanese Utility Model Laid-Open No. 64-6510, "Remote collimation device for surveying optical machine" can be mentioned. In this case, the collimation eyepiece in the surveying optical machine is CC
A D camera and the like are attached. That CC
The surveyed image detected by the D camera or the like is remotely transmitted by wire and is displayed on the monitor.
Remote collimation is allowed.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記公
報による場合、有線による画像の伝送表示が行われてい
ることから、測量光学機械、測量棒相互間の距離は比較
的小さい場合にのみ適用可とされたものとなっている。
換言すれば、それら測量光学機械、測量棒相互間の距離
が数百メートル以内の範囲内で頻繁に変化する場合に
は、画像の伝送表示は無線電送方式に頼るざるを得ない
というものである。尤も、無線電送方式によるとして
も、無線従事者資格が不要とされている小電力アナログ
無線電送装置による場合は、その電送距離はせいぜい数
十メートルしかなく、しかも画質自体の劣化も否めない
ものとなっている。また、無線従事者資格が不要とされ
つつも、数百メートルを無線電送し得るものとして特定
小電力無線装置(ディジタルデータで2400ビット/
秒の転送能力を持っている装置が実際に製品化)が考え
られるが、これによる場合、NTSC方式で1コマ/秒
のデータとしても約1分の電送時間が必要となってい
る。本発明の目的は、測量光学機械、測量棒相互間の距
離が数百メートル以内の範囲内で頻繁に変化する場合で
あっても、測量光学機械側での専門作業者不要として三
角測量を速やかに、しかも容易に行い得る測量方法を供
するにある。However, in the case of the above-mentioned publication, since the image transmission and display is carried out by wire, it is applicable only when the distance between the surveying optical machine and the surveying rod is relatively small. It has been done.
In other words, when the distance between the surveying optical machine and the surveying rod frequently changes within a range of several hundred meters, the image transmission and display must rely on the wireless transmission method. . However, even if it is based on the wireless transmission method, if it is a low-power analog wireless transmission device that does not require wireless worker qualification, the transmission distance is at most tens of meters and the image quality itself cannot be denied. Has become. In addition, a specific low-power wireless device (digital data of 2400 bits /
It is considered that a device having a transfer capability of seconds is actually commercialized. However, in this case, about 1 minute transmission time is required even for 1 frame / second data in the NTSC system. An object of the present invention is to quickly perform triangulation without requiring a special operator on the side of the surveying optical machine even when the distance between the surveying optical machine and the surveying rod frequently changes within a range of several hundred meters. In addition, there is a surveying method that can be easily performed.
【0004】[0004]
【課題を解決するための手段】上記目的は、基本的に
は、測量光学機械における視準用接眼部より取込みされ
た測量画像を画像処理することによって、基準点に対す
る測量棒のずれの量と方向がディジタルデータとして検
出された上、測量棒側に電波により無線送信される一
方、該測量棒側においては、受信されたずれの量と方向
にもとづき測量棒が移動せしめられた状態で三角測量が
行われることで達成される。The above-mentioned object is basically to detect the amount of deviation of a surveying rod from a reference point by image-processing a surveying image captured from a collimating eyepiece in a surveying optical machine. While the direction is detected as digital data, it is wirelessly transmitted to the surveying rod side by radio waves, while on the surveying rod side, the triangulation is performed with the surveying rod being moved based on the amount and direction of the received deviation. Is achieved by performing.
【0005】[0005]
【発明の実施の形態】以下、本発明の実施の形態を図1
から図3により説明する。さて、図1には測量光学機械
および測量棒を含む、発明の実施の形態での三角測量の
方法概念が、また、図2にはその測量光学機械側の詳細
が、更に、図3には、同じくその測量棒側の詳細がそれ
ぞれ示されているが、その方法を概念的に説明すれば以
下のようである。FIG. 1 is a block diagram showing an embodiment of the present invention.
3 will be described with reference to FIG. Now, FIG. 1 shows a concept of a triangulation method in an embodiment of the invention including a surveying optical machine and a surveying rod, FIG. 2 shows details of the surveying optical machine side, and FIG. Similarly, the details on the side of the surveying rod are also shown, but the method is conceptually as follows.
【0006】即ち、測量光学機械1における視準用接眼
部にはアダプタを介し、例えばCCDカメラ2が取付け
可とされているが、そのCCDカメラ2により取込みさ
れた測量画像は画像認識・位置ずれ計算回路3で画像処
理されることによって、基準点11に対する測量棒10
のずれの量と方向がディジタルデータとして検出可とさ
れているものである。このようにして検出されたずれの
量と方向は無線ディジタルデータ送受信回路4を介しア
ンテナ6より測量棒10側に送信されるが、測量棒10
側では、それらずれの量と方向はアンテナ7を介し無線
ディジタルデータ送受信回路8で受信された上、画像表
示回路9上に表示可とされているものである。したがっ
て、そのずれ表示にもとづき測量棒10が移動せしめら
れた上で三角測量が行われる場合は、測量光学機械1側
での専門作業者不要として速やかに、しかも容易に三角
測量が行われ得るものである。That is, for example, a CCD camera 2 can be attached to the collimating eyepiece of the surveying optical machine 1 via an adapter, but the surveyed image captured by the CCD camera 2 is recognized and displaced. By the image processing in the calculation circuit 3, the surveying rod 10 with respect to the reference point 11
The amount and the direction of the deviation are detected as digital data. The amount and direction of the deviation thus detected are transmitted from the antenna 6 to the surveying rod 10 side via the wireless digital data transmitting / receiving circuit 4, but the surveying rod 10
On the side, the amount and direction of these deviations are received by the wireless digital data transmission / reception circuit 8 via the antenna 7 and can be displayed on the image display circuit 9. Therefore, when the surveying bar 10 is moved based on the deviation display and then the triangulation is performed, the triangulation can be performed promptly and easily without requiring a special operator on the surveying optical machine 1 side. Is.
【0007】三角測量は基本的に以上のようにして実施
され得るが、その際に、測量棒10側からの電波による
遠隔監視制御下に、測量光学機械1での取込み画像の拡
大率や、方向検出/駆動回路5による画像取込み方向が
更新可として積極的に制御されるようにしてもよいもの
である。また、測量棒10側においては、測量光学機械
1より予め電波により送信されている測量点付近の画像
が背景として、その背景上に、受信されたずれの量と方
向にもとづき測量棒10、基準点11各々の位置がアニ
メーション化された状態として南北情報とともに合成表
示されつつ、測量棒10が移動せしめられるようにして
もよいものである。Basically, the triangulation can be carried out as described above. At that time, under the remote monitoring control by the radio wave from the surveying rod 10, the magnification rate of the captured image in the surveying optical machine 1 and the The direction of image capture by the direction detection / drive circuit 5 may be updated so that it can be actively controlled. On the side of the surveying rod 10, the image near the surveying point transmitted in advance by radio waves from the surveying optical machine 1 is used as the background, and the surveying rod 10 and the reference based on the amount and direction of the received deviation on the background. The position of each point 11 may be displayed in an animated state together with the north-south information, and the survey stick 10 may be moved.
【0008】[0008]
【発明の効果】以上、説明したように、請求項1〜4各
々の何れにおいても、測量光学機械、測量棒相互間の距
離が数百メートル以内の範囲内で頻繁に変化する場合で
あっても、測量光学機械側での専門作業者不要として三
角測量が速やかに、しかも容易に行われ得るものとなっ
ている。As described above, in any of claims 1 to 4, the distance between the surveying optical machine and the surveying rod frequently changes within a range of several hundred meters. However, triangulation can be performed quickly and easily without the need for a specialized operator on the surveying optical machine side.
【図1】図1は、測量光学機械および測量棒を含む、発
明の実施の形態での三角測量の方法概念を示す図FIG. 1 is a diagram illustrating a method concept of triangulation in an embodiment of the invention, including a surveying optics and a surveying rod.
【図2】図2は、その測量光学機械側の詳細を示す図FIG. 2 is a diagram showing details of the surveying optical machine side.
【図3】図3は、同じくその測量棒側の詳細を示す図FIG. 3 is a diagram showing details of the surveying rod side as well.
1…測量光学機械、2…CCDカメラ、3…画像認識・
位置ずれ計算回路、4,8…無線ディジタルデータ送受
信回路、5…方向検出/駆動回路、6,7…アンテナ、
9…画像表示回路、10…測量棒、11…基準点1 ... Surveying optical machine, 2 ... CCD camera, 3 ... Image recognition
Position shift calculation circuit, 4, 8 ... Wireless digital data transmission / reception circuit, 5 ... Direction detection / driving circuit, 6, 7 ... Antenna,
9 ... Image display circuit, 10 ... Surveying bar, 11 ... Reference point
Claims (4)
測量棒のずれが検出された上、該ずれが解消されるべく
上記測量棒が移動せしめられた状態で三角測量が行われ
る際での測量方法であって、測量光学機械における視準
用接眼部より取込みされた測量画像を画像処理すること
によって、基準点に対する測量棒のずれの量と方向がデ
ィジタルデータとして検出された上、測量棒側に電波に
より無線送信される一方、該測量棒側においては、受信
されたずれの量と方向にもとづき測量棒が移動せしめら
れた状態で三角測量が行われるようにした測量方法。1. A surveying method used when triangulation is performed with a surveying optical machine detecting a displacement of a surveying rod with respect to a reference point and moving the surveying rod to eliminate the displacement. However, by processing the survey image captured from the collimating eyepiece in the survey optical machine, the amount and direction of the displacement of the survey rod with respect to the reference point are detected as digital data, and then on the survey rod side. On the other hand, the surveying method is such that, while being transmitted wirelessly by radio waves, on the surveying rod side, the triangulation is performed while the surveying rod is moved based on the amount and direction of the received deviation.
測量棒のずれが検出された上、該ずれが解消されるべく
上記測量棒が移動せしめられた状態で三角測量が行われ
る際での測量方法であって、測量棒側からの電波による
遠隔監視制御下に、測量光学機械での画像取込み方向と
取込み画像の拡大率が更新可とされつつ、該測量光学機
械における視準用接眼部より取込みされた測量画像を画
像処理することによって、基準点に対する測量棒のずれ
の量と方向がディジタルデータ検出された上、測量棒側
に電波により無線送信される一方、該測量棒側において
は、受信されたずれの量と方向にもとづき測量棒が移動
せしめられた状態で三角測量が行われるようにした測量
方法。2. A surveying method used when triangulation is performed with a surveying optical machine detecting a displacement of a surveying rod with respect to a reference point and moving the surveying rod to eliminate the displacement. Under the remote monitoring control by radio waves from the surveying rod side, while the image capturing direction and the magnification rate of the captured image of the surveying optical machine can be updated, capture from the collimating eyepiece section of the surveying optical machine. By digitally processing the surveyed image, the amount and direction of displacement of the surveying rod with respect to the reference point are detected as digital data, and then transmitted by radio waves to the surveying rod side, while receiving at the surveying rod side. A surveying method that allows triangulation to be performed while the surveying bar is moved based on the amount and direction of the deviation.
測量棒のずれが検出された上、該ずれが解消されるべく
上記測量棒が移動せしめられた状態で三角測量が行われ
る際での測量方法であって、測量光学機械における視準
用接眼部より取込みされた測量画像を画像処理すること
によって、基準点に対する測量棒のずれの量と方向がデ
ィジタルデータとして検出された上、測量棒側に電波に
より無線送信される一方、該測量棒側においては、上記
測量光学機械より予め電波により送信されている測量点
付近の画像が背景として、該背景上に、受信されたずれ
の量と方向にもとづき測量棒、基準点各々の位置がアニ
メーション化された状態として合成表示されつつ、測量
棒が移動せしめられた状態で三角測量が行われるように
した測量方法。3. A surveying method when triangulation is performed with a surveying optical machine detecting a displacement of a surveying rod with respect to a reference point and moving the surveying rod to eliminate the displacement. However, by processing the survey image captured from the collimating eyepiece in the survey optical machine, the amount and direction of the displacement of the survey rod with respect to the reference point are detected as digital data, and then on the survey rod side. On the other hand, on the side of the surveying rod, the image near the surveying point transmitted by radio wave from the surveying optical machine in advance is used as the background on the surveying rod side, and the amount and direction of the deviation received on the background. A surveying method that allows the position of each surveying bar and reference point to be compositely displayed as an animated state while the surveying bar is moved to perform triangulation.
測量棒のずれが検出された上、該ずれが解消されるべく
上記測量棒が移動せしめられた状態で三角測量が行われ
る際での測量方法であって、測量棒側からの電波による
遠隔監視制御下に、測量光学機械での画像取込み方向と
取込み画像の拡大率が更新可とされつつ、該測量光学機
械における視準用接眼部より取込みされた測量画像を画
像処理することによって、基準点に対する測量棒のずれ
の量と方向がディジタルデータ検出された上、測量棒側
に電波により無線送信される一方、該測量棒側において
は、上記測量光学機械より予め電波により送信されてい
る測量点付近の画像が背景として、該背景上に、受信さ
れたずれの量と方向にもとづき測量棒、基準点各々の位
置がアニメーション化された状態として合成表示されつ
つ、測量棒が移動せしめられた状態で三角測量が行われ
るようにした測量方法。4. A surveying method used when triangulation is performed with a surveying optical machine detecting a displacement of a surveying rod with respect to a reference point and moving the surveying rod to eliminate the displacement. Under the remote monitoring control by radio waves from the surveying rod side, while the image capturing direction and the magnification rate of the captured image of the surveying optical machine can be updated, capture from the collimating eyepiece section of the surveying optical machine. By image-processing the surveyed image, the amount and direction of the displacement of the surveying rod with respect to the reference point are detected as digital data, and the surveying rod side is wirelessly transmitted by radio waves. The image near the surveying point transmitted by radio waves from the surveying optical machine in advance is used as the background, and the position of each of the surveying rod and the reference point is animated on the background based on the amount and direction of the deviation received. A method of triangulation in which the surveying bar is moved while the synthetically displayed state is combined and displayed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7315573A JPH09159449A (en) | 1995-12-04 | 1995-12-04 | Surveying method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7315573A JPH09159449A (en) | 1995-12-04 | 1995-12-04 | Surveying method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH09159449A true JPH09159449A (en) | 1997-06-20 |
Family
ID=18066977
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7315573A Pending JPH09159449A (en) | 1995-12-04 | 1995-12-04 | Surveying method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH09159449A (en) |
Cited By (3)
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---|---|---|---|---|
JP2003075154A (en) * | 2001-09-07 | 2003-03-12 | Topcon Corp | Operator guidance system |
JP2009229350A (en) * | 2008-03-25 | 2009-10-08 | Topcon Corp | Survey system |
WO2015051605A1 (en) * | 2013-10-10 | 2015-04-16 | 北京智谷睿拓技术服务有限公司 | Image collection and locating method, and image collection and locating device |
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