JPH09203636A - Gps survey apparatus for use in city area - Google Patents

Gps survey apparatus for use in city area

Info

Publication number
JPH09203636A
JPH09203636A JP1106796A JP1106796A JPH09203636A JP H09203636 A JPH09203636 A JP H09203636A JP 1106796 A JP1106796 A JP 1106796A JP 1106796 A JP1106796 A JP 1106796A JP H09203636 A JPH09203636 A JP H09203636A
Authority
JP
Japan
Prior art keywords
antenna
ground
vertical
gps
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.)
Pending
Application number
JP1106796A
Other languages
Japanese (ja)
Inventor
Rokuro Shibata
六郎 柴田
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.)
PAAFUEKUTO KEISOKU KK
Original Assignee
PAAFUEKUTO KEISOKU KK
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 PAAFUEKUTO KEISOKU KK filed Critical PAAFUEKUTO KEISOKU KK
Priority to JP1106796A priority Critical patent/JPH09203636A/en
Publication of JPH09203636A publication Critical patent/JPH09203636A/en
Pending legal-status Critical Current

Links

Landscapes

  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

PROBLEM TO BE SOLVED: To easily set an antenna high in the sky even at a place where buildings and structures are clustered, e.g. a city area or the like and, achieve national land investigation and land survey, by overhanging the antenna from the rooftop of a building and determining a position on the ground vertically below the antenna. SOLUTION: The apparatus includes an antenna A-1 of a GPS survey apparatus, a vertical device A-2 for emitting a visible laser light A-3 to the ground, an arm A-5 which has the antenna A-1 and vertical device A-2 mounted at a front end, extends from the rooftop of a building and has a strength and a horizontal length to a nail A-4, and a computer A-10 for obtaining three dimensions of the antenna A-1, etc. A position of the antenna is obtained by receiving waves from a GPS.

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、国土調査用及び用
地測量用のGPS測量機に関し、特にビル、建物等が多
くある市街地で国土調査用及び用地測量を可能にするG
PS測量機に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a GPS surveying instrument for land surveys and site surveys, and more particularly to a GPS surveying instrument that enables land surveys and site surveys in urban areas with many buildings and buildings.
It relates to a PS surveying instrument.

【0002】[0002]

【従来の技術】上記GPS測量機は、約2万キロメート
ル上空の専用の人工衛星から発信されている電波を受信
して測量を行うものである。電波は常に4個以上の人工
衛星の電波を受信しなければならない。なお、人工衛星
と受信アンテナ間の配置が均等に分布された状況にある
ことが測量精度に影響を与えるので重要である。この測
量すべき場所は人工衛星がどの位置にいても電波を受信
できるように周辺に障害物がないことが必要である。そ
の範囲は地上の水平面より15度以上の上空が開いてい
ることが望ましい。
2. Description of the Related Art The above GPS surveying instrument is one that receives a radio wave transmitted from a dedicated artificial satellite over approximately 20,000 kilometers to perform surveying. Radio waves must always receive radio waves from four or more artificial satellites. It is important that the arrangement between the satellites and the receiving antennas is evenly distributed because it affects the survey accuracy. This place to be surveyed needs to be free of obstacles in the surroundings so that the satellite can receive radio waves regardless of the position. It is desirable that the range is open above the horizontal plane of 15 degrees or more.

【0003】なお、GPS測量機は精密な測量を行うた
め、干渉測位システムを採用しており、干渉測位システ
ムでは、2台以上のGPS測量機で測定を行っている。
1台は既知点に設置し、他の1台は測量すべき場所に設
置しその間の位置関係を求める測定方法である。測量す
べき場所に設置されたGPS測量機は、既知点のGPS
測量機からその測定データが無線、有線で送られこれを
用いて即時に解析を行い、その位置データを求める。ま
た、この位置データは、既知点のGPS測量機からのデ
ータを無線、有線で送らなくとも、後処理で求めること
が可能である。
Incidentally, the GPS surveying instrument adopts an interferometric positioning system in order to perform a precise survey, and the interferometric positioning system measures with two or more GPS surveying instruments.
One is installed at a known point, the other one is installed at a place to be surveyed, and the positional relationship between them is obtained. The GPS surveying instrument installed at the place where the survey is to be performed
The measurement data is sent wirelessly or by wire from the surveying instrument and is used for immediate analysis to obtain its position data. Further, this position data can be obtained by post-processing without sending the data from the GPS surveying instrument at the known point wirelessly or by wire.

【0004】[0004]

【発明が解決しようとする課題】ところで、上記GPS
測量機では、市街地などビル、建物の密集する場所では
この条件を満たすことができない。このため、従来、ポ
ール上にアンテナを取り付けて、GPS測量機のアンテ
ナを高くして、ポールの鉛直を別の測定器で測定してい
た。しかしながら、アンテナの取り付け、鉛直測定に長
時間を要すという問題があった。
By the way, the above GPS is used.
Surveying instruments cannot meet this condition in urban areas such as buildings and dense buildings. For this reason, conventionally, an antenna is mounted on the pole, the antenna of the GPS surveying instrument is raised, and the vertical of the pole is measured by another measuring device. However, there is a problem that it takes a long time to attach the antenna and perform vertical measurement.

【0005】したがって、本発明は上記問題点に鑑み、
市街地などのビル、建物の密集した場所でもアンテナを
上空に容易に高く上げて国土調査及び用地測量ができる
GPS測量機を提供することを目的とする。
Accordingly, the present invention has been made in view of the above problems,
An object of the present invention is to provide a GPS surveying instrument that can easily raise an antenna above the sky even in a building such as an urban area or a place where buildings are densely located to perform a national land survey and a site survey.

【0006】[0006]

【課題を解決するための手段】本発明は、前記問題点を
解決するために、人工衛星の電波を受信するアンテナを
有するGPS測量機において、前記アンテナをビル屋上
から張り出しアンテナの鉛直下の地上位置を決める。例
えば、前記アンテナの中心下部に鉛直器を設け、該鉛直
器からのレーザ光が照らす位置を、前記アンテナの鉛直
下の地上位置とする。この手段により、アンテナは、周
辺に障害物がなくなり、人工衛星に対して地上の水平面
より15度以上開いた上空を確保できるので、測量すべ
き場所は人工衛星がどの位置にいても電波を受信できる
ようになる。
In order to solve the above problems, the present invention provides a GPS surveying instrument having an antenna for receiving the radio waves of an artificial satellite, wherein the antenna is extended from the roof of the building and the ground is vertically below the antenna. Determine the position. For example, a vertical device is provided below the center of the antenna, and the position illuminated by the laser light from the vertical device is the ground position directly below the antenna. By this means, the antenna has no obstacles around it, and it is possible to secure the sky above the horizontal plane above the ground satellite by 15 degrees or more, so that the place to be surveyed receives radio waves regardless of the position of the satellite. become able to.

【0007】地上に鉛直器を据え付け、鉛直器のレーザ
光を前記アンテナの中心点に合わせた後に地上にレーザ
光を照らした位置を、前記アンテナの鉛直下の地上位置
とする。この手段により、鉛直器が地上に据えつけられ
るので、強度の面でアンテナを張り出す支持が容易にな
る。地上に鉛直器を据え付け、アンテナの中心点及び地
上の求める点を視準する。この手段により、安価な鉛直
器の使用も可能になる。
The position where the laser beam of the vertical device is installed on the ground and the laser beam of the vertical device is aligned with the center point of the antenna and then the laser beam is illuminated on the ground is defined as the ground position vertically below the antenna. By this means, since the vertical device is installed on the ground, it becomes easy to support the antenna to be projected in terms of strength. Install a vertical device on the ground and collimate the center point of the antenna and the desired point on the ground. By this means, it is possible to use an inexpensive vertical device.

【0008】前記ビルの屋上に整準器が固定され、前記
整準器は前記アンテナを張り出すアームの鉛直及び水平
を調整する。この手段により、鉛直及び水平の大まかな
調整ができるので、鉛直器の精度の確保が容易になる。
A leveling device is fixed on the roof of the building, and the leveling device adjusts the vertical and horizontal of the arm projecting the antenna. By this means, the vertical and horizontal adjustments can be roughly made, so that the accuracy of the vertical device can be easily ensured.

【0009】[0009]

【発明の実施の形態】本発明の実施の形態について図面
を参照して、既知点に1台のGPS測量機と測量すべき
場所に1台のGPS測量機とからなり、両者のデータを
後処理で後者の位置データを求めるシステム例について
説明する。図1は本発明に係る、測量すべき場所に設置
されるGPS測量機であり、ビルの屋上に設置される例
を示す図である。本図に示すように、測量すべき場所に
設置されるGPS測量機は、このGPS測量機のアンテ
ナA−1と、その下部に位置し自動鉛直機能を有し、地
上に鉛直に可視光線のレーザ光A−3を発光する鉛直器
A−2と、レーザ光A−3が照らす位置に打ち込まれて
測量すべき位置を示す鋲又は釘A−4と、先端にアンテ
ナA−1及び鉛直器A−2が取り付けられビルの屋上か
ら伸び出し鋲又は釘A−4までの水平長さと強度とを有
するアームA−5と、ビルの屋上に固定される三脚のよ
うな固定部A−6と、アンテナ1に接続されて受信信号
を伝送するケーブルA−7と、ケーブルA−7に接続さ
れて受信信号を受信して復調を行う受信機A−8と、受
信機A−8に接続されて復調されたデータを伝送するケ
ーブルA−9と、復調されたデータと後述するコンピュ
ータB−5のデータを用いてアンテナA−1の三次元、
すなわち平面位置x、yと高度zを求めるコンピュータ
A−10と、受信機8に接続されるケーブルA−11
と、ケーブルA−11を介して受信機A−8に電力を供
給する電源A−12と、固定部A−6に取り付けられ、
水準管と調整ネジを有し、アームA−5の水平を調整し
て、アンテナA−1及び鉛直器A−2の鉛直と水平を確
保、保持する整準器A−13とを具備する。
BEST MODE FOR CARRYING OUT THE INVENTION With reference to the drawings, an embodiment of the present invention comprises one GPS surveying instrument at a known point and one GPS surveying instrument at a place to be surveyed. An example of a system that obtains the latter position data by processing will be described. FIG. 1 is a diagram showing an example of a GPS surveying instrument installed in a place to be surveyed according to the present invention, which is installed on the roof of a building. As shown in this figure, a GPS surveying instrument installed in a place to be surveyed has an antenna A-1 of this GPS surveying instrument and an automatic vertical function located below the antenna A-1 so that visible rays are vertically emitted to the ground. A vertical instrument A-2 that emits a laser beam A-3, a tack or a nail A-4 that is driven into a position illuminated by the laser beam A-3 and indicates a position to be surveyed, an antenna A-1 and a vertical instrument at the tip. An arm A-5 to which A-2 is attached and which extends from the roof of the building and has a horizontal length up to a tack or a nail A-4 and strength, and a fixed portion A-6 fixed to the roof of the building such as a tripod. , A cable A-7 connected to the antenna 1 for transmitting a reception signal, a receiver A-8 connected to the cable A-7 for receiving a reception signal and demodulating, and a cable connected to the receiver A-8. Cable A-9 for transmitting the demodulated data and the demodulated data Three-dimensional antenna A-1 by using the data of the computer B-5 to be described later,
That is, the computer A-10 for obtaining the plane positions x and y and the altitude z, and the cable A-11 connected to the receiver 8.
And a power source A-12 for supplying power to the receiver A-8 via a cable A-11 and a fixed portion A-6,
A leveling device A-13 is provided which has a level tube and an adjusting screw, and which adjusts the level of the arm A-5 to secure and hold the vertical and level of the antenna A-1 and the vertical device A-2.

【0010】なお、前記整準器A−13で、1.5度以
内に水平になれば、鉛直器A−2はその内部に精度の高
い鉛直を自動的に補正する装置を持っている。測量すべ
き場所に設置されるGPS測量機は具体的例を以下に示
す ─────────────────────────────────── 名 称 番号 ライカ社製の形式 ─────────────────────────────────── アンテナ A−1 二周波用WILD AT202 ─────────────────────────────────── 受信機 A−8 WILD SR399E ─────────────────────────────────── コンピュータ A−10 WILD CR344 ─────────────────────────────────── 電源 A−12 WILD 12V/7Ah NiCdバッテリ ─────────────────────────────────── ケーブル A−7 WILD専用 A−9 A−11 ─────────────────────────────────── 三脚アーム付き A−5 WILD専用アーム加工 A−6 ─────────────────────────────────── 鉛直器 A−2 トータルマーカ LV−110 ─────────────────────────────────── 鋲、釘 A−4 一般 ─────────────────────────────────── このようにして、測量すべき場所のGPS測量機をビル
等の屋上に設置して、アンテナをビル等の屋上から地上
の測量すべき場所に張出し、鉛直器で地上にアンテナの
位置決めをして、GPS受信を行い、アンテナ位置を求
めるので、周辺に障害物がなくなり、人工衛星に対して
地上の水平面より15度以上開いた上空を確保できるの
で、測量すべき場所は人工衛星がどの位置にいても電波
を受信できるようになる。このため、市街地の国土調査
及び用地測量が容易になる。
If the leveling device A-13 is horizontal within 1.5 degrees, the vertical device A-2 has a device for automatically correcting the vertical motion with high accuracy. A concrete example of a GPS surveying instrument installed at a location to be surveyed is shown below. ──────────────────────────────── ──── Nominal number Number Made by Leica ─────────────────────────────────── Antenna A- 1 Dual frequency WILD AT202 ─────────────────────────────────── Receiver A-8 WILD SR399E ── ───────────────────────────────── Computer A-10 WILD CR344 ─────────── ──────────────────────── Power supply A-12 WILD 12V / 7Ah NiCd battery ───────────────── ─────────── ─────── Cable A-7 WILD dedicated A-9 A-11 ─────────────────────────────── ──── With tripod arm A-5 WILD dedicated arm processing A-6 ────────────────────────────────── ── Vertical unit A-2 Total marker LV-110 ──────────────────────────────────── Tack, nail A-4 General ─────────────────────────────────── In this way, GPS of the place to be surveyed Since a surveying instrument is installed on the roof of a building, the antenna is extended from the roof of the building to the place on the ground where the survey is to be performed, the antenna is positioned on the ground with a vertical instrument, and GPS reception is performed to obtain the antenna position. , Around There is no obstacle, it is possible to ensure over the open from the ground of the horizontal plane 15 degrees or more with respect to the satellite, the location to be surveyed will be able to receive radio waves can have any position satellites. This facilitates national land surveys and site surveys in urban areas.

【0011】図2は本発明に係る、既知点に設置される
GPS測量機を示す図である。本図に示すように、既知
点に設置されるGPS測量機は、三脚B−1と、その上
に取り付けられるGPS測量機のアンテナB−2と、ア
ンテナB−2に接続され受信信号を伝送するケーブルB
−3と、ケーブルB−3に接続されて受信信号を受信し
て復調を行う受信機B−4と、復調されたデータアンテ
ナB−2の三次元すなわち、平面位置x、yと高度zを
求めるコンピュータB−5、受信機B−4に接続される
ケーブルB−6を介して受信機B−4に電力を供給する
電源B−7と、コンピュータB−5及び受信機B−4間
に接続され復調信号が伝送されるケーブルB−8とを具
備する。
FIG. 2 is a diagram showing a GPS surveying instrument installed at a known point according to the present invention. As shown in this figure, a GPS surveying instrument installed at a known point is connected to a tripod B-1, an antenna B-2 of the GPS surveying instrument mounted thereon, and an antenna B-2 to transmit a reception signal. Cable B
-3, a receiver B-4 that is connected to the cable B-3 and receives a received signal and demodulates it, and a three-dimensional plane of the demodulated data antenna B-2, that is, the plane positions x and y and the altitude z. Between the computer B-5 and the receiver B-4, and the power source B-7 that supplies power to the receiver B-4 via the cable B-6 connected to the desired computer B-5 and the receiver B-4. And a cable B-8 which is connected and through which a demodulated signal is transmitted.

【0012】既知点に設置されるGPS測量機は具体的
例を以下に示す ─────────────────────────────────── 名 称 番号 ライカ社製の形式 ─────────────────────────────────── アンテナ B−1 二周波用WILD AT202 ─────────────────────────────────── 受信機 B−4 WILD SR399E ─────────────────────────────────── コンピュータ B−5 WILD CR344 ─────────────────────────────────── 電源 B−7 WILD 12V/7Ah NiCdバッテリ ─────────────────────────────────── ケーブル B−3 WILD専用 B−6 B−8 ─────────────────────────────────── 三脚 B−1 WILD専用 ─────────────────────────────────── なお、コンピュータA−10、B−5は計算で得られた
座標などのあらゆる値をWGS84系あるいは局地座標
で表示でき、受信データ、処理データはメモリカード又
は内蔵メモリ(図示ない)に記録される。
A concrete example of the GPS surveying instrument installed at a known point is shown below. ─────────────────────────────── ───── Nominal number Number Made by Leica ─────────────────────────────────── Antenna B -1 Dual Frequency WILD AT202 ─────────────────────────────────── Receiver B-4 WILD SR399E ─ ────────────────────────────────── Computer B-5 WILD CR344 ────────── ───────────────────────── Power supply B-7 WILD 12V / 7Ah NiCd battery ─────────────── ───────────── ─────── Cable B-3 WILD dedicated B-6 B-8 ──────────────────────────────── ──── Tripod B-1 WILD only ─────────────────────────────────── In addition, computer A- 10, B-5 can display all values such as coordinates obtained by calculation in WGS84 system or local coordinates, and received data and processed data are recorded in a memory card or a built-in memory (not shown).

【0013】図3は本発明に係る、測量すべき場所に設
置されるGPS測量機であり、ビルの屋上に設置される
別の例を示す図である。本図に示すように、第1の構成
と異なるのは、鉛直器C−2は、地上に据え付け、アー
ムC−5に取り付けられたアンテナC−1の中心点に鉛
直器C−2から発光するレーザ光C−3−1を合わせた
後に地上にレーザ光C−3−2を発光させてその位置に
鋲又は釘C−4を設置する。
FIG. 3 is a diagram showing another example of a GPS surveying instrument installed at a place to be surveyed according to the present invention, which is installed on the roof of a building. As shown in the figure, the difference from the first configuration is that the vertical instrument C-2 is installed on the ground and emits light from the vertical instrument C-2 to the center point of the antenna C-1 attached to the arm C-5. After combining the laser light C-3-1 to be emitted, the laser light C-3-2 is emitted on the ground, and the tack or the nail C-4 is installed at that position.

【0014】なお、鉛直器C−2は水準管で水平を保持
するが、鉛直器C−2内部で精度の高い自動鉛直補正装
置をもっている。また、上記鉛直器C−2はレーザ光を
発光しない視準のみでアンテナC−1の中心点及び地上
の求める点を視準することもできる。このようにして、
鉛直器C−2をアンテナC−1とは別に地上に据えつけ
るので、アーム5にかかる重量が少なくなりその支持強
度を小さくでき、小型化に寄与できる。
Although the vertical device C-2 is held horizontal by a level tube, it has an automatic vertical correction device with high accuracy inside the vertical device C-2. Further, the vertical device C-2 can also collimate the center point of the antenna C-1 and a desired point on the ground only by collimation that does not emit laser light. In this way,
Since the vertical device C-2 is installed on the ground separately from the antenna C-1, the weight applied to the arm 5 is reduced, the supporting strength thereof can be reduced, and the size can be reduced.

【0015】以上では、既知点及び測量すべき場所にG
PS測量機を設置する干渉測位について説明したが、単
独のGPS測量機を用いる単独測位についても同様に構
成を行うことができる。
In the above, G is set at the known point and the place to be surveyed.
Although the interferometric positioning in which the PS surveying instrument is installed has been described, the same configuration can be applied to the independent positioning using a single GPS surveying instrument.

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

【図1】本発明に係る、測量すべき場所に設置されるG
PS測量機であり、ビルの屋上に設置される例を示す図
である。
FIG. 1 shows a G installed at a place to be surveyed according to the present invention.
It is a PS surveying instrument and is a figure showing an example installed in the roof of a building.

【図2】本発明に係る、既知点に設置されるGPS測量
機を示す図である。
FIG. 2 is a diagram showing a GPS surveying instrument installed at a known point according to the present invention.

【図3】本発明に係る、測量すべき場所に設置されるG
PS測量機であり、ビルの屋上に設置される別の例を示
す図である。
FIG. 3 shows a G installed at a place to be surveyed according to the present invention.
It is a PS surveying instrument and is a figure showing another example installed in the roof of a building.

【符号の説明】[Explanation of symbols]

A−1、B−1、C−1…アンテナ A−2、C−2…鉛直器 A−3、C−3−1、C−3−2…レーザ光 A−5、C−5…アーム A−13、C−13…整準器 A-1, B-1, C-1 ... Antenna A-2, C-2 ... Vertical device A-3, C-3-1, C-3-2 ... Laser light A-5, C-5 ... Arm A-13, C-13 ... Leveling device

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 人工衛星の電波を受信するアンテナを有
するGPS測量機において、 前記アンテナをビル屋上から張り出しアンテナの鉛直下
の地上位置を決めることを特徴とする市街地用のGPS
測量機。
1. A GPS surveying instrument having an antenna for receiving radio waves from an artificial satellite, characterized in that the antenna extends from the roof of a building to determine a ground position vertically below the antenna.
Surveyor.
【請求項2】 前記アンテナの中心下部に鉛直器を設
け、該鉛直器からのレーザ光が照らす位置を、前記アン
テナの鉛直下の地上位置とすることを特徴とする、請求
項1に記載の市街地用のGPS測量機。
2. The vertical device is provided below the center of the antenna, and the position illuminated by the laser light from the vertical device is the ground position below the vertical position of the antenna. GPS survey instrument for urban areas.
【請求項3】 地上に鉛直器を据え付け、鉛直器のレー
ザ光を前記アンテナの中心点に合わせた後に地上にレー
ザ光を照らした位置を、前記アンテナの鉛直下の地上位
置とすることを特徴とする、請求項1に記載の市街地用
のGPS測量機。
3. A vertical device is installed on the ground, and the position where the laser light of the vertical device is illuminated on the ground after the laser light of the vertical device is aligned with the center point of the antenna is the ground position below the vertical position of the antenna. The GPS surveying instrument for urban areas according to claim 1.
【請求項4】 地上に鉛直器を据え付け、アンテナの中
心点及び地上の求める点を視準することを特徴とする、
請求項1に記載の市街地用のGPS測量機。
4. A vertical device is installed on the ground, and the center point of the antenna and the desired point on the ground are collimated.
The GPS surveying instrument for urban areas according to claim 1.
【請求項5】 前記ビルの屋上に整準器が固定され、前
記整準器は前記アンテナを張り出すアームの鉛直及び水
平を調整することを特徴とする、請求項1に記載の市街
地用のGPS測量機。
5. The urban area according to claim 1, wherein a leveling device is fixed on the roof of the building, and the leveling device adjusts the vertical and horizontal of the arm projecting the antenna. GPS survey instrument.
JP1106796A 1996-01-25 1996-01-25 Gps survey apparatus for use in city area Pending JPH09203636A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1106796A JPH09203636A (en) 1996-01-25 1996-01-25 Gps survey apparatus for use in city area

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1106796A JPH09203636A (en) 1996-01-25 1996-01-25 Gps survey apparatus for use in city area

Publications (1)

Publication Number Publication Date
JPH09203636A true JPH09203636A (en) 1997-08-05

Family

ID=11767652

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1106796A Pending JPH09203636A (en) 1996-01-25 1996-01-25 Gps survey apparatus for use in city area

Country Status (1)

Country Link
JP (1) JPH09203636A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007256036A (en) * 2006-03-23 2007-10-04 Maeda Corp Structure soundness determination system
JP2019090759A (en) * 2017-11-16 2019-06-13 清水建設株式会社 Setting method for reference position for indoor positioning, indoor positioning system, and indoor positioning method
JPWO2021245933A1 (en) * 2020-06-05 2021-12-09

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007256036A (en) * 2006-03-23 2007-10-04 Maeda Corp Structure soundness determination system
JP2019090759A (en) * 2017-11-16 2019-06-13 清水建設株式会社 Setting method for reference position for indoor positioning, indoor positioning system, and indoor positioning method
JPWO2021245933A1 (en) * 2020-06-05 2021-12-09
WO2021245933A1 (en) * 2020-06-05 2021-12-09 日本電信電話株式会社 Surveying device and surveying method

Similar Documents

Publication Publication Date Title
JP2874776B2 (en) Surveying instrument having receiver for position measurement system using satellite and method of using the same
US7501993B2 (en) Antenna alignment system and method
US5233357A (en) Surveying system including an electro-optic total station and a portable receiving apparatus comprising a satellite position-measuring system
US5760748A (en) Pivoting support bracket to mount a GPS antenna above a theodolite or a total station mounted on a tripod
US6897828B2 (en) Antenna alignment system
US7764365B2 (en) Combination laser detector and global navigation satellite receiver system
US20100212169A1 (en) Reflector Target Tripod for Survey System with Light Emitter and Pivoting Bracket for Enhanced Ground Marking Accuracy
CN107819187B (en) Alignment device for microwave antenna, microwave antenna and alignment method
AU769332B2 (en) Mobile system and method for characterizing radiation fields outdoors in an extensive and precise manner
US6966387B2 (en) Universal optical adapter for a three dimensional earthgrading system
WO2007000067A1 (en) Method and system for acquiring azimuth information using signals provided by satellites
EP1726915A1 (en) Active surveying pole
US6590834B1 (en) Local positioning system using acoustic time-of-flight and a fixed array of receivers and method for use
CN109313027A (en) Method for being compared to the reception ray projected on laser pickoff with the laser beam of rotation
US6437860B1 (en) Method and apparatus for angle measurement or to define angular location of an object
JPH09203636A (en) Gps survey apparatus for use in city area
CA2250597C (en) Surveying probe and method for computing the spatial coordinates of a point
JPH09196677A (en) Centering device for gps antenna
JPH11183582A (en) Method and apparatus for tracking satellite by small antenna for satellite communication
JP2000234929A (en) Interconnecting automatic position/attitude measuring system
JPH04151510A (en) Surveying instrument equipped with receiver for global positioning system
KR102651034B1 (en) Device For GNSS
JP7305186B2 (en) Mounting fixture for global positioning satellite system antennas of high-precision positioning reference stations
US20240077577A1 (en) Synthetic aperture radar corner reflector
CN215338320U (en) Intelligent control's mapping device