JPH08292073A - Method and device for measuring landslide surface moving quantity - Google Patents

Method and device for measuring landslide surface moving quantity

Info

Publication number
JPH08292073A
JPH08292073A JP9517095A JP9517095A JPH08292073A JP H08292073 A JPH08292073 A JP H08292073A JP 9517095 A JP9517095 A JP 9517095A JP 9517095 A JP9517095 A JP 9517095A JP H08292073 A JPH08292073 A JP H08292073A
Authority
JP
Japan
Prior art keywords
gps
antenna
landslide
measuring
receiver
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.)
Granted
Application number
JP9517095A
Other languages
Japanese (ja)
Other versions
JP2816948B2 (en
Inventor
Fumio Sakata
文男 坂田
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.)
RADIC KK
Sakata Denki Co Ltd
Original Assignee
RADIC KK
Sakata Denki Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by RADIC KK, Sakata Denki Co Ltd filed Critical RADIC KK
Priority to JP9517095A priority Critical patent/JP2816948B2/en
Publication of JPH08292073A publication Critical patent/JPH08292073A/en
Application granted granted Critical
Publication of JP2816948B2 publication Critical patent/JP2816948B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)
  • Geophysics And Detection Of Objects (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

PURPOSE: To provide an inexpensive measuring device that is able to perform any measuring work at plural different places easily in a highly accurate manner, and also easily capable of handling it without any regulation from the viewpoint of application. CONSTITUTION: Respective GPS antennas 1a1 and 1a2 connected to an antenna switcher 4 in a first receiver is selected, setting two observation points Po1 and Po2 or their setup spots to each alteration spot, and the setup spot of a GPS antenna 1b connected to a second GPS receiver 2b in a second receiving unit is set to a reference point Pr. With an information processor 3a transmitting a changeover designating signal, designating the changeover of these GPS antennas 1a1 and 1a2, to the antenna switcher 4, a variation in each relative distance between the observation point Po1 and the reference point Pr or between the observation point Po2 and the reference point Pr is transferrably measured, and with this variable portion equivalent, a landslide surface moving quantity is calculate.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、GPS(Grobal
Positioning System)からの電波
放送を利用した地すべり地表面移動量の測定方法及び測
定装置に関する。
BACKGROUND OF THE INVENTION The present invention relates to GPS (Global).
The present invention relates to a method and a device for measuring the amount of landslide movement on a landslide using radio wave broadcasting from the Positioning System).

【0002】[0002]

【従来の技術】従来、地すべりによる地表面(地すべり
面)移動量を測定する場合、対象となる地表面の2点間
に杭を設置して熱膨張率の少ないインバー線を張り、2
点間の距離変動を測定するのが一般的であるが、地すべ
り面が広範囲に及ぶ場合の観測には光波距離計を用いて
測量を行っている。又、近年では人工衛星を用いた(G
PSによる)2点間の距離測定方式を適用することも検
討されている。GPSは地上2万kmの円軌道を回る電
波衛星から送信された電波放送を受信装置のアンテナで
受信することによってアンテナの位置を地球座標上で特
定するシステムであるが、現時点では24個の電波衛星
が約12時間の周期で地球を回って約1.2GHz,
1.6GHzの2波長で電波放送を行っている。
2. Description of the Related Art Conventionally, when measuring the amount of movement of the ground surface (landslide surface) due to a landslide, a pile is installed between two points on the target ground surface and an invar wire with a low coefficient of thermal expansion is attached to the pile.
It is common to measure the distance variation between points, but when the landslide surface covers a wide area, a light wave range finder is used for surveying. In recent years, artificial satellites have been used (G
Applying a distance measurement method between two points (by PS) is also being considered. GPS is a system that specifies the position of the antenna on the earth coordinates by receiving the radio wave broadcast transmitted from a radio wave satellite that orbits a circular orbit of 20,000 km above the ground on the earth coordinates, but at present, there are 24 radio waves. A satellite orbits the earth in a cycle of about 12 hours, about 1.2 GHz,
Radio waves are broadcast at two wavelengths of 1.6 GHz.

【0003】そこで、GPSを用いた地すべり地表面移
動量の測定では、GPSから送信される電波放送の搬送
波を利用する相対測位方式が一般的に用いられている。
この相対測位方式は、対象となる地表面の各々地点にG
PSアンテナ及びGPS受信機から成る複数の受信装置
を配置し、4個以上の電波衛星からの電波放送を各受信
装置で同時に受信し、情報処理装置で解析することで各
受信装置間における2点間の距離を相対的に求めるもの
である。
Therefore, in the measurement of the amount of landslide surface movement using GPS, a relative positioning method using a carrier wave of the radio wave broadcast transmitted from GPS is generally used.
This relative positioning method uses G
By arranging a plurality of receivers consisting of PS antennas and GPS receivers, each receiver receives radio waves from four or more radio satellites at the same time, and the information processor analyzes them to obtain two points between the receivers. The distance between them is relatively calculated.

【0004】図3は、従来のGPSを用いた地すべり地
表面移動量の測定装置の概略構成を示したものである。
この測定装置は、観測点PO に設置されてGPSからの
電波放送を受波するGPSアンテナ1a及びこれに接続
されたGPS受信機2aから成る第1の受信装置と、基
準点PR に設置されて電波放送を受波するGPSアンテ
ナ1b及びこれに接続されたGPS受信機2bから成る
第2の受信装置と、各GPS受信機2a,2bに接続さ
れた情報処理装置3とから成っている。
FIG. 3 shows a schematic configuration of a conventional apparatus for measuring the amount of landslide surface movement using GPS.
This measurement device is installed at an observation point P O and is installed at a reference point P R and a first reception device including a GPS antenna 1a for receiving radio wave broadcast from GPS and a GPS receiver 2a connected to the GPS antenna 1a. It is composed of a second receiving device composed of a GPS antenna 1b for receiving a radio wave broadcast and a GPS receiver 2b connected thereto, and an information processing device 3 connected to each GPS receiver 2a, 2b. .

【0005】この測定装置では、GPSからの電波放送
を2時間程度受信して観測を行う。各GPSアンテナ1
a,1bで受波され、各GPS受信機2a,2bで受信
信号に変換された電波放送は、その記録された放送の内
容が情報処理装置3で解析される。情報処理装置3では
それぞれの受信信号に含まれる搬送波の位相解析を行
い、観測点PO に設置されたGPSアンテナ1aと基準
点PR に設置されたGPSアンテナ1bとの距離を求め
る。
This measuring device receives radio waves from GPS for about 2 hours for observation. Each GPS antenna 1
In the radio wave broadcast received by a and 1b and converted into a reception signal by each GPS receiver 2a and 2b, the information of the recorded broadcast is analyzed by the information processing device 3. The information processing device 3 analyzes the phase of the carrier wave included in each received signal to obtain the distance between the GPS antenna 1a installed at the observation point P O and the GPS antenna 1b installed at the reference point P R.

【0006】即ち、ここでは斜面の地すべり該当箇所
(図中では地中下の地すべり境界面MB より地表面側と
なる地すべり面Mで規定される部分)に設置されたGP
Sアンテナ1a領域に地すべりが生じると、その設置箇
所がGPSアンテナ1b側へ移動するため、観測点PO
及び基準点PR の距離に変化が表われ、その変化分相当
で地すべり地表面の移動量を算出することができる。
That is, here, the GP installed at the landslide corresponding portion on the slope (the portion defined by the landslide surface M on the ground surface side of the landslide boundary surface M B under the ground in the figure)
When a landslide occurs in the area of the S antenna 1a, its installation location moves to the GPS antenna 1b side, so that the observation point P O
Also, a change appears in the distance between the reference points P R , and the amount of movement of the landslide surface can be calculated based on the change.

【0007】一般に、GPSを用いた距離測定では、観
測基準となる位置(基準点)と測位対象となる位置(観
測点)との見通しの成否が無関係であるため、光波距離
計を用いた計量のように見通しの成立を必要条件とせず
に任意に2点間の距離を測定できるという利点がある。
又、光波距離計を用いた計量では気象の影響を受ける
が、GPSを用いた距離測定では非常に高所からの電波
放送を受信するものであるため、気象の影響を補正する
ことで測定を行うことが可能となっている。特に、地す
べり帯域では測定の基準となる不動点を観測地域の近く
に設置できない場合が多く、このために不動点と測定対
象点とは見通しが不能となって測定精度を維持すること
が困難であったが、GPSを用いた距離測定を適用する
と2点間の見通しを必要とせずに優れた成果を上げるこ
とができる。
[0007] Generally, in distance measurement using GPS, the success or failure of the line of sight between the position serving as an observation reference (reference point) and the position serving as a positioning target (observation point) is irrelevant. As described above, there is an advantage that the distance between two points can be measured arbitrarily without making the line of sight a necessary condition.
In addition, although the measurement using a light-wave rangefinder is affected by the weather, the distance measurement using GPS receives radio broadcasts from a very high place, so the measurement can be performed by correcting the effect of the weather. It is possible to do. In particular, in the landslide area, it is often the case that a fixed point, which is the standard of measurement, cannot be installed near the observation area, and this makes it impossible to keep sight of the fixed point and the measurement target point, making it difficult to maintain measurement accuracy. However, if distance measurement using GPS is applied, an excellent result can be obtained without needing a line-of-sight between two points.

【0008】[0008]

【発明が解決しようとする課題】上述したGPSを用い
た地すべり地表面移動量の測定の場合、見通しの成否や
気象の影響に左右されること無く2点間の距離を測定で
きるが、複数の異なる場所で測定を行う場合にはGPS
アンテナ及びGPS受信機から成る受信装置をそれぞれ
異なる場所に移動設置させることが必要となるため、測
定を簡易に行い得ないという欠点がある。又、地すべり
地表面移動量の測定において同一地点を継続して観測す
るときにはGPSアンテナの設置誤差が測定精度を確保
する上で重要な要素となっており、このGPSアンテナ
の設置作業に困難を伴うという問題がある。
In the measurement of the amount of landslide surface movement using the GPS described above, the distance between two points can be measured without being influenced by the success or failure of the line of sight or the influence of weather. GPS when measuring at different locations
Since it is necessary to move and install the receiving device including the antenna and the GPS receiver in different places, there is a drawback that the measurement cannot be easily performed. Further, when continuously observing the same point in the measurement of the amount of landslide surface movement, the installation error of the GPS antenna is an important factor for ensuring the measurement accuracy, and this GPS antenna installation work is difficult. There is a problem.

【0009】一方、各々異なる設置地点に複数の受信装
置を配置させて観測する場合、各々受信装置の受信機に
おける機械的誤差が観測精度を制限してしまう等,測定
装置における取扱いや使用上に規制がある等の問題もあ
る。特に、こうした場合に複数の受信装置を用いること
は、そのGPS受信機自体が高価であるため、測量に要
するコスト高を招くことにもなり、好ましくない。
On the other hand, when a plurality of receiving devices are arranged at different installation points for observation, mechanical error in the receiver of each receiving device limits the observation accuracy. There are also problems such as regulations. In particular, it is not preferable to use a plurality of receiving devices in such a case because the GPS receiver itself is expensive and thus the cost required for surveying increases.

【0010】本発明は、このような問題点を解決すべく
なされたもので、その技術的課題は、複数の異なる場所
での測定を簡易にして高精度に行い得る地すべり地表面
移動量の測定方法,及びそれを適用した使用上での規制
が無い簡単に取扱い得る安価な測定装置を提供すること
にある。
The present invention has been made to solve the above problems, and its technical problem is to measure the amount of landslide movement on the landslide which can be easily and highly accurately measured at a plurality of different places. It is to provide an inexpensive measuring device which can be easily handled without any restrictions on the method and the application to which it is applied.

【0011】[0011]

【課題を解決するための手段】本発明によれば、GPS
からの電波放送を地すべり箇所に含まれる観測点と基準
点とにそれぞれ別個に設置されるGPSアンテナ,及び
該GPSアンテナに接続されるGPS受信機から成る受
信装置で受信した結果に基づいて、該観測点及び該基準
点間の相対的距離の変化を測定して該変化分相当で地す
べり地表面の移動量を算出する際、該受信装置の少なく
とも一つで該GPSアンテナを複数の異なる箇所に設置
して該複数のGPSアンテナを切り換えて該電波放送を
受波するようにした地すべり地表面移動量の測定方法が
得られる。
According to the present invention, a GPS
Based on the result of receiving the radio wave broadcast from the GPS receiver separately from the observation point and the reference point included in the landslide point, and the receiving device including the GPS receiver connected to the GPS antenna, When measuring the change in the relative distance between the observation point and the reference point and calculating the amount of movement of the landslide ground surface corresponding to the change, at least one of the receiving devices has the GPS antenna at a plurality of different locations. A method of measuring the amount of movement of the landslide surface, which is installed and switches the plurality of GPS antennas to receive the radio wave broadcast, can be obtained.

【0012】一方、本発明によれば、観測点に設置され
てGPSからの電波放送を受波する第1のGPSアンテ
ナ,及び該第1のGPSアンテナに接続される第1のG
PS受信機から成る第1の受信装置と、基準点に設置さ
れて電波放送を受波する第2のGPSアンテナ,及び該
第2のGPSアンテナに接続される第2のGPS受信機
から成る第2の受信装置と、第1のGPS受信機及び第
2のGPS受信機から送出される電波放送が受波変換さ
れた受信信号に基づいて、観測点及び基準点間の相対的
距離の変化を測定して該変化分相当で地すべり地表面の
移動量を算出する情報処理装置とから成ると共に、該観
測点が地すべり箇所に設けられる地すべり地表面移動量
の測定装置において、第1の受信装置及び第2の受信装
置のうちの少なくとも一方は、第1のGPSアンテナ又
は第2のGPSアンテナを複数の異なる箇所に設置可能
なように複数有していると共に、該複数のGPSアンテ
ナを切り換えるアンテナ切り換え器を有している地すべ
り地表面移動量の測定装置が得られる。
On the other hand, according to the present invention, the first GPS antenna installed at the observation point for receiving the radio wave broadcast from the GPS, and the first G antenna connected to the first GPS antenna.
A first receiver comprising a PS receiver, a second GPS antenna installed at a reference point for receiving radio wave broadcasts, and a second GPS receiver connected to the second GPS antenna Change of the relative distance between the observation point and the reference point based on the reception signal obtained by receiving and converting the radio wave broadcasts sent from the second receiving device and the first GPS receiver and the second GPS receiver. An information processing device that measures and calculates the amount of movement of the landslide ground surface corresponding to the change, and in the measuring device of the amount of movement of the landslide ground surface where the observation point is provided at the landslide site, a first receiving device and At least one of the second receiving devices has a plurality of first GPS antennas or second GPS antennas so that they can be installed at a plurality of different locations, and switches the plurality of GPS antennas. Measuring device landslide surface movement amount has a container switching unit is obtained.

【0013】この地すべり地表面移動量の測定装置にお
いて、情報処理装置が複数のGPSアンテナのうちの特
定のものを切り換え指定するため切り換え指定信号をア
ンテナ切り換え器へ伝送することは好ましい。
In this landslide surface movement measuring device, it is preferable that the information processing device transmits a switching designation signal to the antenna switching device in order to designate switching of a specific one of the plurality of GPS antennas.

【0014】[0014]

【作用】本発明の地すべり地表面移動量の測定装置で
は、少なくとも受信装置の一つの構成をGPS受信機及
び複数のGPSアンテナを備え、且つ複数のGPSアン
テナを切り換えるためのアンテナ切り換え器を備えるも
のとすることにより、その受信装置でGPS受信機の設
置位置を中心に各GPSアンテナのみを切り換え動作さ
せてそれらの設置箇所を観測点の変更地点とみなし、他
の受信装置におけるGPSアンテナの設置箇所で基準点
を設定している。これにより、複数の異なる地点間にお
ける地すべり地表面移動量の測定を1組のGPS受信機
を使用しただけの構成で行うことが可能となり、GPS
アンテナの設置誤差の問題や異なるGPS受信機を使用
した場合に生じたGPS受信機間の機械的誤差の問題が
改善される。
In the apparatus for measuring the amount of movement of the landslide surface of the present invention, at least one of the receiving devices is provided with a GPS receiver and a plurality of GPS antennas, and an antenna switch for switching the plurality of GPS antennas. By doing so, only the GPS antennas of the receiving device are switched around the installation position of the GPS receiver, and those installation positions are regarded as the change points of the observation point, and the installation positions of the GPS antennas in the other reception devices. The reference point is set with. This makes it possible to measure the amount of landslide surface movement between a plurality of different points with a configuration using only one set of GPS receivers.
The problem of antenna installation error and the problem of mechanical error between GPS receivers that occurs when different GPS receivers are used are improved.

【0015】[0015]

【実施例】以下に実施例を挙げ、本発明の地すべり地表
面移動量の測定方法及び測定装置について、図面を参照
して詳細に説明する。
EXAMPLES The method and apparatus for measuring the amount of landslide surface movement according to the present invention will be described in detail below with reference to the examples.

【0016】最初に、本発明の地すべり地表面移動量の
測定方法の概要について簡単に説明する。この地すべり
地表面移動量の測定方法は、GPSからの電波放送を地
すべり箇所に含まれる観測点と基準点とにそれぞれ別個
に設置されるGPSアンテナ,及びこのGPSアンテナ
に接続されるGPS受信機から成る受信装置で受信した
結果に基づいて、観測点及び基準点間の相対的距離の変
化を測定してその変化分相当で地すべり地表面の移動量
を算出する際、受信装置の少なくとも一つでGPSアン
テナを複数の異なる箇所に設置してこれらの各GPSア
ンテナを切り換えて電波放送を受波するようにしたもの
である。
First, the outline of the method for measuring the amount of landslide surface movement of the present invention will be briefly described. This method of measuring the amount of surface movement of the landslide is carried out by using GPS antennas installed separately at the observation point and the reference point included in the landslide location for radio wave broadcasting from GPS, and from the GPS receiver connected to this GPS antenna. Based on the result received by the receiving device consisting of at least one of the receiving device when measuring the change in the relative distance between the observation point and the reference point and calculating the amount of movement of the landslide surface corresponding to the change. The GPS antennas are installed at a plurality of different places, and these GPS antennas are switched to receive radio waves.

【0017】この結果、複数のGPSアンテナを有する
受信装置では、GPS受信機の設置位置を中心に各GP
Sアンテナのみを切り換え動作させてそれらの設置箇所
を観測点の変更地点とみなして使用することが可能とな
るため、このような構成の受信装置を含む1組の受信装
置を使用して他の受信装置におけるGPSアンテナの設
置箇所で基準点を設定すれば、複数の異なる地点間(基
準点及び観測点の間)における地すべり地表面移動量の
測定を1組のGPS受信機を使用しただけの構成で行う
ことが可能となる。
As a result, in a receiver having a plurality of GPS antennas, each GP is centered on the installation position of the GPS receiver.
Since it becomes possible to switch only the S antennas and to use them by considering their installation locations as the change points of the observation points, it is possible to use one set of receiving apparatus including the receiving apparatus having such a configuration and to use other receiving apparatuses. If a reference point is set at the installation location of the GPS antenna in the receiving device, the measurement of the amount of landslide surface movement between a plurality of different points (between the reference point and the observation point) can be performed using only one set of GPS receivers. It becomes possible to do it by the composition.

【0018】図1は、この地すべり地表面移動量の測定
方法を適用した本発明の一実施例に係る測定装置の概略
構成を示したものである。
FIG. 1 shows a schematic structure of a measuring apparatus according to an embodiment of the present invention to which the method of measuring the amount of landslide surface movement is applied.

【0019】この測定装置では、第1の受信装置がそれ
ぞれGPSからの電波放送を受波すると共に,2つの異
なる観測点PO1,P02(但し、ここでは観測点P02のみ
が地すべり面M上に位置されている)にそれぞれ設置さ
れた2つの第1のGPSアンテナ1a1 ,1a2 と、こ
れらの各GPSアンテナ1a1 ,1a2 を切り換えるア
ンテナ切り換え器4と、各GPSアンテナ1a1 ,1a
2 に接続された第1のGPS受信機2aとから成ってお
り、第2の受信装置は図3に示したように基準点PR
設置されたGPSアンテナ1b及びこれに接続されたG
PS受信機2bから成っており、各GPS受信機2a,
2bには情報処理装置3aが接続されている。
In this measuring apparatus, the first receiving apparatus receives the radio wave broadcast from the GPS, respectively, and at the same time, two different observation points P O1 and P 02 (here, only the observation point P 02 is landslide surface M). (Located above) two first GPS antennas 1a 1 and 1a 2 , respectively, an antenna switch 4 for switching between these GPS antennas 1a 1 and 1a 2 , and each GPS antenna 1a 1 , 1a
2 is connected to the first GPS receiver 2a, and the second receiver is a GPS antenna 1b installed at the reference point P R and a G antenna connected to the first GPS receiver 2a as shown in FIG.
It is composed of a PS receiver 2b, and each GPS receiver 2a,
The information processing device 3a is connected to 2b.

【0020】このうち、情報処理装置3aは、各GPS
アンテナ1a1 ,1a2 のうちの何れか一方を切り換え
指定するための切り換え指定信号を第1のGPS受信機
2aを介してアンテナ切り換え器4へ伝送すると共に、
第1のGPS受信機2a及び第2のGPS受信機2bか
ら送出される電波放送が受波変換された受信信号に基づ
いて、観測点PO1及び基準点PR 間,又は観測点P02
び基準点PR 間のそれぞれの相対的距離の変化を切り換
え可能に測定してその変化分相当で地すべり地表面の移
動量を算出する。
Of these, the information processing device 3a is
While transmitting a switching designation signal for switching designation of either one of the antennas 1a 1 and 1a 2 to the antenna switching device 4 via the first GPS receiver 2a,
Based on the received signal obtained by receiving and converting the radio wave broadcasts sent from the first GPS receiver 2a and the second GPS receiver 2b, between the observation point P O1 and the reference point P R , or the observation point P 02 and A change in each relative distance between the reference points P R is switchably measured, and the amount of movement of the landslide ground surface is calculated in correspondence with the change.

【0021】この測定装置の場合、第1の受信装置にお
けるアンテナ切り換え器4に接続された各GPSアンテ
ナ1a1 ,1a2 を切り換え動作させてそれらの設置箇
所を変更地点とみなし、第2の受信装置における第2の
GPS受信機2bに接続されたGPSアンテナ1bの設
置箇所を基準点PR とした上、1組のGPS受信機2
a,2bを用いて複数の異なる地点間における地すべり
地表面移動量の測定を行うことができる。この測定装置
では、任意に設置された各GPSアンテナ1a1,1a
2 の切り換えを行うことによって、従来のようなGPS
アンテナの設置の繰り返しによる設置誤差が抑制される
上、異なるGPS受信機を使用した場合に生じたGPS
受信機間の機械的誤差が無くなる。
In the case of this measuring device, the respective GPS antennas 1a 1 and 1a 2 connected to the antenna switching device 4 in the first receiving device are switched so that their installation positions are regarded as the change points, and the second receiving signal is received. In addition, the installation location of the GPS antenna 1b connected to the second GPS receiver 2b in the device is used as a reference point P R , and a pair of GPS receivers 2
It is possible to measure the amount of landslide surface movement between a plurality of different points using a and 2b. In this measuring device, each GPS antenna 1a 1 , 1a installed arbitrarily
By switching between 2 the conventional GPS
The installation error due to repeated installation of the antenna is suppressed, and the GPS generated when different GPS receivers are used.
There is no mechanical error between receivers.

【0022】図2は、他の実施例に係る測定装置の概略
構成を示したものである。この測定装置では、先の一実
施例に係る測定装置に比べて第1の受信装置の構成は変
わりない(但し、アンテナ切り換え器4の参照符号は4
aとしている)が、ここでは第2の受信装置の方もそれ
ぞれGPSからの電波放送を受波すると共に,2つの異
なる基準点PR1,PR2に設置される2つの第2のGPS
アンテナ1b1 ,1b2 と、これらの各GPSアンテナ
1b1 ,1b2 を切り換えるアンテナ切り換え器4b
と、各GPSアンテナ1b1 ,1b2 に接続された第2
のGPS受信機2bとから成っている。
FIG. 2 shows a schematic configuration of a measuring apparatus according to another embodiment. In this measuring device, the configuration of the first receiving device is the same as that of the measuring device according to the previous embodiment (however, the reference numeral of the antenna switching unit 4 is 4).
However, here, the second receiving device also receives the radio wave broadcast from the GPS, respectively, and the two second GPSs installed at two different reference points P R1 and P R2.
Antennas 1b 1 and 1b 2 and antenna switching device 4b that switches between these GPS antennas 1b 1 and 1b 2.
And a second antenna connected to each GPS antenna 1b 1 and 1b 2 .
It consists of a GPS receiver 2b.

【0023】ここでの情報処理装置3bは、各GPSア
ンテナ1a1 ,1a2 のうちの何れか一方を切り換え指
定するための切り換え指定信号を第1のGPS受信機2
aを介してアンテナ切り換え器4aへ伝送すると共に、
各GPSアンテナ1b1 ,1b2 のうちの何れか一方を
切り換え指定するための切り換え指定信号を第2のGP
S受信機2bを介してアンテナ切り換え器4bへ伝送す
る。又、情報処理装置3bは、第1のGPS受信機2a
及び第2のGPS受信機2bから送出される電波放送が
受波変換された受信信号に基づいて、観測点PO1及び基
準点PR1間,観測点P02及び基準点PR1間,観測点PO1
及び基準点PR2,観測点P02及び基準点PR2のそれぞれ
の相対的距離の変化を切り換え可能に測定してその変化
分相当で地すべり地表面移動量を算出する。
The information processing apparatus 3b here sends a switching designation signal for switching and designating one of the GPS antennas 1a 1 and 1a 2 to the first GPS receiver 2
While transmitting to the antenna switch 4a via a,
A switching designation signal for switching designation of either one of the GPS antennas 1b 1 and 1b 2 is sent to the second GP.
It transmits to the antenna switching device 4b via the S receiver 2b. Further, the information processing device 3b includes the first GPS receiver 2a.
, And between the observation points P O1 and the reference points P R1 and between the observation points P 02 and the reference points P R1 based on the reception signals obtained by receiving and converting the radio wave broadcasts sent from the second GPS receiver 2b. P O1
Also, changes in the relative distances of the reference point P R2 , the observation point P 02, and the reference point P R2 are switchably measured, and the amount of movement of the landslide surface is calculated in accordance with the change.

【0024】この測定装置の場合も、アンテナ切り換え
器4a,4bに接続された各GPSアンテナ1a1 ,1
2 や各GPSアンテナ1b1 ,1b2 を切り換え動作
させてそれらの設置箇所を観測点や基準点の変更地点と
みなし、アンテナ切り換え器4bに接続された各GPS
アンテナ1b1 ,1b2 の何れかの設置箇所である基準
点PR1,PR2を設定した上、1組のGPS受信機2a,
2bを用いて複数の異なる地点間における地すべり地表
面移動量の測定を行うことができる。この測定装置によ
っても、任意に設置された各GPSアンテナ1a1 ,1
2 及び各GPSアンテナ1b1 ,1b2 の切り換えを
行うことによって、上述した先の一実施例の場合と同様
に設置誤差を抑制でき、機械的誤差を排除できる。
Also in the case of this measuring apparatus, the GPS antennas 1a 1 and 1a connected to the antenna selectors 4a and 4b, respectively.
a 2 and GPS antennas 1b 1 and 1b 2 are switched to regard their installation locations as points of change of observation points and reference points, and each GPS connected to antenna switch 4b
In addition to setting the reference points P R1 and P R2 , which are installation locations of either the antennas 1b 1 and 1b 2, a pair of GPS receivers 2a,
2b can be used to measure the amount of landslide surface movement between a plurality of different points. Also with this measuring device, the GPS antennas 1a 1 and 1 1 installed arbitrarily
By switching between a 2 and the GPS antennas 1b 1 and 1b 2 , the installation error can be suppressed and the mechanical error can be eliminated as in the case of the above-described first embodiment.

【0025】尚、上述した各実施例の測定装置では、受
信装置の何れかが2台のGPSアンテナとそれらを切り
換えるためのアンテナ切り換え器とを有するものとした
が、GPSアンテナの数は3台以上であっても良い。
In the measuring device of each of the above-described embodiments, any one of the receiving devices has two GPS antennas and an antenna switching device for switching them, but the number of GPS antennas is three. It may be more.

【0026】[0026]

【発明の効果】以上に説明したように、本発明の地すべ
り地表面移動量の測定方法によれば、GPSアンテナ及
びGPS受信機から成る受信装置の何れかで複数のGP
Sアンテナを切り換えてGPSからの放送電波を受波さ
せること,即ち、一方の受信装置におけるGPS受信機
の設置位置を中心に各GPSアンテナのみを切り換え動
作させてそれらの設置箇所を観測点の変更地点とみな
し、他方の受信装置におけるGPSアンテナの設置箇所
である基準点を設定することにより、1組のGPS受信
機を用いて複数の異なる地点間における地すべり地表面
移動量の測定を適確に行うことができるようになる。こ
の結果、従来のようにGPSアンテナの設置誤差の問題
や異なるGPS受信機を使用した場合に生じたGPS受
信機間の機械的誤差の問題が顕著に改善される他、GP
Sを用いた場合の本来の利点(従来の光波距離計等を用
いた場合のように見通しの条件や気象上の条件での制約
が無い)を活用した上で複数の異なる場所での広範囲な
地すべり地表面移動量の測定を簡易にして高精度に,し
かも少ない費用で行い得るようになる。更に、この測定
方法を適用した測定装置では、使用上での規制が緩和さ
れ、簡単に取扱い得る安価なものとなる。
As described above, according to the method for measuring the amount of landslide movement of the landslide according to the present invention, a plurality of GPs can be used by any one of the receiving devices including the GPS antenna and the GPS receiver.
Switching the S antenna to receive the broadcast radio wave from the GPS, that is, switching the GPS antennas around the installation position of the GPS receiver in one of the receiving devices to change the installation points of those GPS receivers. By setting the reference point, which is the installation location of the GPS antenna in the other receiving device, as one point, it is possible to accurately measure the amount of landslide surface movement between a plurality of different points using one set of GPS receivers. You will be able to do it. As a result, the problem of the installation error of the GPS antenna and the problem of the mechanical error between the GPS receivers that occur when different GPS receivers are used are remarkably improved as in the prior art.
A wide range of different locations can be used while taking advantage of the original advantage of using S (there is no restriction in line-of-sight conditions and meteorological conditions as in the case of using a conventional optical distance meter). Landslide movement on the ground surface can be easily measured with high accuracy and at low cost. Furthermore, the measuring device to which this measuring method is applied is less expensive to use and is less expensive to handle.

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

【図1】本発明の地すべり地表面移動量の測定方法を適
用した一実施例に係る測定装置の概略構成を示したもの
である。
FIG. 1 is a diagram showing a schematic configuration of a measuring apparatus according to an embodiment to which a method for measuring a landslide surface movement amount according to the present invention is applied.

【図2】本発明の地すべり地表面移動量の測定方法を適
用した他の実施例に係る測定装置の概略構成を示したも
のである。
FIG. 2 shows a schematic configuration of a measuring apparatus according to another embodiment to which the method for measuring the amount of landslide movement on the landslide of the present invention is applied.

【図3】従来の地すべり地表面移動量の測定装置の概略
構成を示したものである。
FIG. 3 shows a schematic configuration of a conventional landslide surface movement measuring device.

【符号の説明】[Explanation of symbols]

1a,1b,1a1 ,1b1 ,1a2 ,1b2 GPS
アンテナ 2a,2b GPS受信機 3,3a,3b 情報処理装置 4,4a,4b アンテナ切り換え器 M 地すべり面 MB 地すべり境界面 PO ,PO1,PO2 観測点 PR ,PR1,PR2 基準点
1a, 1b, 1a 1 , 1b 1 , 1a 2 , 1b 2 GPS
Antenna 2a, 2b GPS receiver 3, 3a, 3b Information processing device 4, 4a, 4b Antenna switcher M Landslide surface M B Landslide boundary surface P O , P O1 , P O2 Observation point P R , P R1 , P R2 reference point

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 GPSからの電波放送を地すべり箇所に
含まれる観測点と基準点とにそれぞれ別個に設置される
GPSアンテナ,及び該GPSアンテナに接続されるG
PS受信機から成る受信装置で受信した結果に基づい
て、該観測点及び該基準点間の相対的距離の変化を測定
して該変化分相当で地すべり地表面の移動量を算出する
際、該受信装置の少なくとも一つで該GPSアンテナを
複数の異なる箇所に設置して該複数のGPSアンテナを
切り換えて該電波放送を受波するようにしたことを特徴
とする地すべり地表面移動量の測定方法。
1. A GPS antenna installed separately at an observation point and a reference point included in a landslide site for radio wave broadcasting from GPS, and a G antenna connected to the GPS antenna.
When the change in the relative distance between the observation point and the reference point is measured based on the result received by the receiving device including a PS receiver and the movement amount of the landslide ground surface corresponding to the change is calculated, A method of measuring the amount of movement of the landslide surface, characterized in that the GPS antennas are installed at a plurality of different locations in at least one of the receiving devices and the plurality of GPS antennas are switched to receive the radio wave broadcast. .
【請求項2】 観測点に設置されてGPSからの電波放
送を受波する第1のGPSアンテナ,及び該第1のGP
Sアンテナに接続される第1のGPS受信機から成る第
1の受信装置と、基準点に設置されて前記電波放送を受
波する第2のGPSアンテナ,及び該第2のGPSアン
テナに接続される第2のGPS受信機から成る第2の受
信装置と、前記第1のGPS受信機及び前記第2のGP
S受信機から送出される前記電波放送が受波変換された
受信信号に基づいて、前記観測点及び前記基準点間の相
対的距離の変化を測定して該変化分相当で地すべり地表
面移動量を算出する情報処理装置とから成ると共に、該
観測点が地すべり箇所に設けられる地すべり地表面の移
動量の測定装置において、前記第1の受信装置及び前記
第2の受信装置のうちの少なくとも一方は、前記第1の
GPSアンテナ又は前記第2のGPSアンテナを複数の
異なる箇所に設置可能なように複数有していると共に、
該複数のGPSアンテナを切り換えるアンテナ切り換え
器を有していることを特徴とする地すべり地表面移動量
の測定装置。
2. A first GPS antenna installed at an observation point for receiving a radio wave broadcast from GPS, and the first GP.
A first receiving device composed of a first GPS receiver connected to the S antenna, a second GPS antenna installed at a reference point for receiving the radio wave broadcast, and connected to the second GPS antenna. Second receiver comprising a second GPS receiver, the first GPS receiver and the second GP
Based on the received signal obtained by receiving and converting the radio wave broadcast sent from the S receiver, the change in the relative distance between the observation point and the reference point is measured, and the amount of landslide surface movement corresponding to the change is measured. And a measuring device for measuring the amount of movement of the landslide ground surface, in which the observation point is provided at a landslide site, at least one of the first receiving device and the second receiving device is , While having a plurality of the first GPS antenna or the second GPS antenna so that it can be installed in a plurality of different locations,
A device for measuring the amount of movement of the landslide surface, comprising an antenna switch for switching the plurality of GPS antennas.
【請求項3】 請求項2記載の地すべり地表面移動量の
測定装置において、前記情報処理装置は、前記複数のG
PSアンテナのうちの特定のものを切り換え指定するた
め切り換え指定信号を前記アンテナ切り換え器へ伝送す
ることを特徴とする地すべり地表面移動量の測定装置。
3. The apparatus for measuring the amount of landslide surface movement according to claim 2, wherein the information processing device comprises the plurality of Gs.
A device for measuring the amount of movement of the landslide surface, which transmits a switching designation signal to the antenna switching device to designate a specific one of the PS antennas for switching.
JP9517095A 1995-04-20 1995-04-20 Landslide surface movement measurement device Expired - Fee Related JP2816948B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9517095A JP2816948B2 (en) 1995-04-20 1995-04-20 Landslide surface movement measurement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9517095A JP2816948B2 (en) 1995-04-20 1995-04-20 Landslide surface movement measurement device

Publications (2)

Publication Number Publication Date
JPH08292073A true JPH08292073A (en) 1996-11-05
JP2816948B2 JP2816948B2 (en) 1998-10-27

Family

ID=14130293

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9517095A Expired - Fee Related JP2816948B2 (en) 1995-04-20 1995-04-20 Landslide surface movement measurement device

Country Status (1)

Country Link
JP (1) JP2816948B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006022501A1 (en) * 2004-08-21 2006-03-02 Gmg Co., Ltd. Method and sensor for measuring and analyzing collapse of inclined plane
CN100455991C (en) * 2004-08-21 2009-01-28 株式会社Gmg Method and sensor for measuring and analyzing collapse of inclined plane
WO2012100288A1 (en) * 2011-01-28 2012-08-02 Groundprobe Pty Ltd Slope stability alarm
CN113311426A (en) * 2021-05-24 2021-08-27 山东大学 Method and system for determining landslide occurrence probability
US11163070B2 (en) * 2016-04-22 2021-11-02 Victoria Link Limited Method and system for monitoring land deformation

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103148843B (en) * 2013-02-07 2015-05-20 上海岩土工程勘察设计研究院有限公司 Observation method for deformation observation instrument

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06160509A (en) * 1992-11-19 1994-06-07 Furuno Electric Co Ltd Land fluctuation observation system

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06160509A (en) * 1992-11-19 1994-06-07 Furuno Electric Co Ltd Land fluctuation observation system

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006022501A1 (en) * 2004-08-21 2006-03-02 Gmg Co., Ltd. Method and sensor for measuring and analyzing collapse of inclined plane
CN100455991C (en) * 2004-08-21 2009-01-28 株式会社Gmg Method and sensor for measuring and analyzing collapse of inclined plane
WO2012100288A1 (en) * 2011-01-28 2012-08-02 Groundprobe Pty Ltd Slope stability alarm
AU2012211028B2 (en) * 2011-01-28 2015-01-22 Groundprobe Pty Ltd Slope stability alarm
US11163070B2 (en) * 2016-04-22 2021-11-02 Victoria Link Limited Method and system for monitoring land deformation
CN113311426A (en) * 2021-05-24 2021-08-27 山东大学 Method and system for determining landslide occurrence probability

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Publication number Publication date
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