JP2003156571A - Buried object searching device - Google Patents

Buried object searching device

Info

Publication number
JP2003156571A
JP2003156571A JP2001353698A JP2001353698A JP2003156571A JP 2003156571 A JP2003156571 A JP 2003156571A JP 2001353698 A JP2001353698 A JP 2001353698A JP 2001353698 A JP2001353698 A JP 2001353698A JP 2003156571 A JP2003156571 A JP 2003156571A
Authority
JP
Japan
Prior art keywords
antenna
transmitting
receiving
buried
receiving antenna
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
JP2001353698A
Other languages
Japanese (ja)
Other versions
JP3717835B2 (en
Inventor
Tatsuro Yano
達朗 矢野
Takeshi Tsujimura
健 辻村
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.)
Nippon Telegraph and Telephone Corp
Original Assignee
Nippon Telegraph and Telephone 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 Nippon Telegraph and Telephone Corp filed Critical Nippon Telegraph and Telephone Corp
Priority to JP2001353698A priority Critical patent/JP3717835B2/en
Publication of JP2003156571A publication Critical patent/JP2003156571A/en
Application granted granted Critical
Publication of JP3717835B2 publication Critical patent/JP3717835B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Geophysics And Detection Of Objects (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a buried object searching device, capable of easily measuring a buried object and capable of appropriately searching a buried tube with no experience required for judging the buried tube. SOLUTION: A transmission antenna 2 and reception antennas 4 and 5 whose polarization directions crossing each other are provided on a vehicle 7. The electromagnetic wave is transmitted toward a ground surface from the transmission antenna 2 while moving. The electromagnetic wave reflected on a buried tube 15 existing underground is received with reception antennas 4 and 5. A calculation part 13 calculates an azimuth intensity pattern of the reflection wave based on the reception signal of the reception antennas 4 and 5 and the mutual positional information of the transmission and reception antennas. The position and direction of the buried tube 15 are estimated from the azimuth intensity pattern.

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、地中に存在する埋
設物を移動しながら探査する埋設物探査装置に関し、更
に詳しくは、地表面に向けて設置された送信アンテナを
移動させながら電磁波を送信し、地中に存在する埋設物
から反射した電磁波を受信アンテナで受信することによ
り地中に存在する埋設物を探査する埋設物探査装置に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a buried object exploration apparatus for exploring buried objects existing in the ground while moving, and more particularly, to a electromagnetic wave while moving a transmitting antenna installed toward the ground surface. The present invention relates to an embedded object exploration device for exploring an embedded object existing in the ground by transmitting an electromagnetic wave reflected from the embedded object existing in the ground by a receiving antenna.

【0002】[0002]

【従来の技術】この種の従来の埋設物探査装置は、例え
ば図6に示すように、走査移動用車両7に送信アンテナ
2および受信アンテナ3からなるアンテナ部6を搭載
し、矢印14で示す移動方向に車両7を移動させながら
送信アンテナ2に送信装置1から供給される数ナノ秒の
時間幅のパルスを送信アンテナ2から電磁波として地中
に放射するようになっている。この放射された電磁波
は、地中を伝播し、周囲の媒質と電気的性質の異なる埋
設管15で反射される。
2. Description of the Related Art In a conventional buried object exploration apparatus of this type, as shown in FIG. 6, for example, an antenna section 6 including a transmitting antenna 2 and a receiving antenna 3 is mounted on a vehicle 7 for scanning movement, and is indicated by an arrow 14. While moving the vehicle 7 in the moving direction, a pulse having a time width of several nanoseconds supplied from the transmitting device 1 to the transmitting antenna 2 is emitted from the transmitting antenna 2 to the ground as an electromagnetic wave. The radiated electromagnetic wave propagates in the ground and is reflected by the buried pipe 15 having a different electrical property from the surrounding medium.

【0003】この反射された電磁波は受信アンテナ3で
検出され、受信アンテナ3から受信装置8に供給され
る。受信装置8は、この電磁波の受信と送信アンテナ2
からの放射との時間関係に基づき埋設管15までの距離
を算出し、この算出した距離をメモリ11に記憶し、更
にこの記憶したデータを表示部12に表示するようにな
っている。
This reflected electromagnetic wave is detected by the receiving antenna 3 and supplied from the receiving antenna 3 to the receiving device 8. The receiving device 8 receives the electromagnetic wave and the transmitting antenna 2
The distance to the buried pipe 15 is calculated on the basis of the time relationship with the radiation from, the calculated distance is stored in the memory 11, and the stored data is displayed on the display unit 12.

【0004】上記処理は、送信アンテナ2および受信ア
ンテナ3が搭載され、車両7に取付けられたアンテナ部
6が規定の距離移動する毎に行われ、これにより複数の
観測信号を収集するようになっている。そして、この複
数の観測信号を振幅値の大きさ毎に色変換した後、二次
元的に並べることにより、地中断面の観測パターンを形
成し、この地中断面観測パターンから埋設管15の埋設
位置を判断している。
The above processing is carried out every time the transmitting antenna 2 and the receiving antenna 3 are mounted and the antenna section 6 attached to the vehicle 7 moves a prescribed distance, whereby a plurality of observation signals are collected. ing. Then, the plurality of observation signals are color-converted for each magnitude of the amplitude value and then arranged two-dimensionally to form an observation pattern of the underground section, and the buried pipe 15 is embedded from the observation pattern of the underground section. Judge the position.

【0005】ここで、一例として図7に示すような道路
面の平面図を参照して、図6に示した従来の埋設物探査
装置で埋設管15の連続的な水平位置を探知する場合に
ついて説明する。
Here, as an example, referring to a plan view of a road surface as shown in FIG. 7, a case where the continuous horizontal position of the buried pipe 15 is detected by the conventional buried object searching apparatus shown in FIG. explain.

【0006】この場合、通常は道路を横断する方向にア
ンテナ部6を走行させて走査を行う。この走査は計測範
囲を数mおきに複数の区間に分割して複数のアンテナ走
査ラインA,B,Cを図7に示すように設定し、この結
果得られた地中断面観測パターンから埋設管15の位置
を操作者が判定する。
In this case, the antenna section 6 is normally run in a direction traversing the road for scanning. In this scanning, the measurement range is divided into a plurality of sections at intervals of several meters, and a plurality of antenna scanning lines A, B, and C are set as shown in FIG. 7, and the buried pipe is determined from the underground cross-section observation pattern obtained as a result. The operator determines the position of 15.

【0007】例えば、アンテナ走査ラインAに沿って測
定するとき、埋設管15の真上PAの位置で反射信号が
最大となる。また、アンテナ走査ラインB,Cに沿って
測定した場合も、同様に埋設管15の真上PB ,PC
位置で反射信号が最大となる。この結果、位置PA ,P
B ,PC を結んだ経路の真下に埋設管15が敷設されて
いることが推定できる。
For example, when the measurement is performed along the antenna scanning line A, the reflected signal becomes maximum at the position P A just above the buried pipe 15. Also, when the measurement is performed along the antenna scanning lines B and C, the reflected signal becomes the maximum at the positions P B and P C just above the buried pipe 15. As a result, the positions P A , P
B, can be estimated that the buried pipe 15 is laid directly below the connecting's path P C.

【0008】[0008]

【発明が解決しようとする課題】上述した従来の埋設物
探査装置による探査方法では、例えば2個のマンホール
間の埋設管の連続的な水平位置を測定するために、横断
探査を多数回行う必要があり、測定に多大の時間が必要
であるという問題があるとともに、横断探査の結果得ら
れた複数の地中断面観測パターンを利用して埋設位置を
判定するため、この判定に熟練が必要であるという問題
がある。
In the conventional exploration method using the above-mentioned buried object exploration device, it is necessary to perform a number of transverse explorations in order to measure the continuous horizontal position of the buried pipe between two manholes. However, there is a problem that it takes a lot of time for measurement, and since the buried position is determined by using multiple underground cross-section observation patterns obtained as a result of cross-sectional exploration, skill is required for this determination. There is a problem.

【0009】また、走査方向によってはアンテナの偏波
方向と埋設管の敷設方向とが一致しないため、反射波の
振幅値が小さくなって、反射像が明瞭に観測できなくな
り、埋設管の位置を判定するのが困難になるという問題
がある。
Further, depending on the scanning direction, the polarization direction of the antenna and the laying direction of the buried pipe do not coincide with each other, so that the amplitude value of the reflected wave becomes small and the reflected image cannot be clearly observed, and the position of the buried pipe is There is a problem that it becomes difficult to judge.

【0010】具体的には、図8に示すように、送信アン
テナ2および受信アンテナ3には偏波方向があり、この
偏波方向が埋設管15と平行である場合には、反射信号
が最大となるが、垂直である場合には、反射信号が最小
となり、これにより反射像が明瞭に観測できなくなり、
埋設管の位置を判定するのが困難であるという問題があ
る。
Specifically, as shown in FIG. 8, the transmitting antenna 2 and the receiving antenna 3 have polarization directions, and when the polarization directions are parallel to the buried pipe 15, the reflected signal is maximum. However, when it is vertical, the reflected signal becomes the minimum, so that the reflected image cannot be clearly observed,
There is a problem that it is difficult to determine the position of the buried pipe.

【0011】更に、走査ラインの下に例えば岩石や空洞
などのような点物体が存在する場合にも、埋設管と同様
な反射信号が得られるので、埋設管のような長大物を横
断したときの反射と区別がつきにくいという問題があ
る。
Further, even if a point object such as a rock or a cavity exists below the scanning line, a reflection signal similar to that of the buried pipe can be obtained, so that when a large object such as the buried pipe is crossed. There is a problem that it is difficult to distinguish it from the reflection of.

【0012】本発明は、上記に鑑みてなされたもので、
その目的とするところは、埋設物探査の測定が簡単であ
り、埋設管の判定に熟練を必要とせず、埋設管を適確に
探査し得る埋設物探査装置を提供することにある。
The present invention has been made in view of the above,
It is an object of the present invention to provide a buried object exploration apparatus which can easily measure a buried object exploration, does not require skill to judge the buried pipe, and can accurately probe the buried pipe.

【0013】[0013]

【課題を解決するための手段】上記目的を達成するた
め、請求項1記載の本発明は、地中に存在する埋設物を
移動しながら探査する埋設物探査装置であって、地表面
に向けて電磁波を移動しながら送信するように設置され
た送信アンテナと、該送信アンテナから送信された電磁
波の地中に存在する埋設物からの反射波を受信するよう
に設置された受信アンテナと、前記送信アンテナと受信
アンテナの相互の配置情報および前記受信アンテナから
の受信信号に基づき反射波の方位強度パターンを演算す
る演算手段とを有し、前記送信アンテナおよび受信アン
テナは、少なくともいずれか一方が複数設けられ、該送
受信アンテナの偏波方向は相互に交差するように配置さ
れていることを要旨とする。
In order to achieve the above object, the present invention according to claim 1 is a buried object exploration apparatus for exploring an buried object existing in the ground while moving it, which is directed toward the ground surface. A transmitting antenna installed so as to transmit the electromagnetic wave while moving, and a receiving antenna installed so as to receive a reflected wave from an embedded object existing in the ground of the electromagnetic wave transmitted from the transmitting antenna, And a calculation means for calculating the azimuth intensity pattern of the reflected wave based on the mutual arrangement information of the transmission antenna and the reception antenna and the reception signal from the reception antenna, and at least one of the transmission antenna and the reception antenna is plural. The gist is that the polarization directions of the transmitting and receiving antennas are arranged so as to intersect with each other.

【0014】請求項1記載の本発明にあっては、偏波方
向は相互に交差する送信アンテナと受信アンテナの組を
複数配置し、送信アンテナから地表面に向けて電磁波を
移動しながら送信し、該電磁波の地中に存在する埋設物
からの反射波を受信アンテナで受信し、この受信アンテ
ナの受信信号と送受信アンテナの相互の配置情報に基づ
き反射波の方位強度パターンを演算するため、該方位強
度パターンから埋設管が敷設されている位置および方向
を適確に判定することができる。
According to the first aspect of the present invention, a plurality of sets of transmitting antennas and receiving antennas whose polarization directions cross each other are arranged, and the electromagnetic waves are transmitted from the transmitting antennas toward the ground surface while transmitting. In order to receive the reflected wave from the buried object existing in the ground of the electromagnetic wave with the receiving antenna and calculate the azimuth intensity pattern of the reflected wave based on the mutual arrangement information of the receiving signal of the receiving antenna and the transmitting / receiving antenna, The position and direction in which the buried pipe is laid can be accurately determined from the azimuth intensity pattern.

【0015】また、請求項2記載の本発明は、請求項1
記載の発明において、前記演算手段が、前記送信アンテ
ナおよび受信アンテナの数をそれぞれn,m、第i番目
の送信アンテナと第j番目の受信アンテナの組合せによ
る受信信号をSij(t)、送信アンテナと受信アンテナの
偏波方向をそれぞれθi とψj 、送信アンテナと受信ア
ンテナの偏波の影響を表す係数をfijとするとき、前記
方位強度パターンとして
Further, the present invention according to claim 2 is based on claim 1.
In the invention described above, the calculating means transmits the number of the transmitting antennas and the number of the receiving antennas, respectively, n, m, the received signal by the combination of the i-th transmitting antenna and the j-th receiving antenna, S ij (t), and When the polarization directions of the antenna and the receiving antenna are θ i and ψ j , respectively, and the coefficient representing the influence of the polarization of the transmitting antenna and the receiving antenna is f ij , the azimuth intensity pattern is

【数2】 で定義される方位強度パターンを演算する手段を有する
ことを要旨とする。
[Equation 2] The gist is to have a means for calculating the azimuth intensity pattern defined by.

【0016】更に、請求項3記載の本発明は、請求項1
記載の発明において、前記方位強度パターンが、時間軸
を半径方向、角度軸を周方向に取った円グラフで表され
ることを要旨とする。
Further, the present invention according to claim 3 provides the invention according to claim 1.
In the invention described above, the gist is that the azimuth intensity pattern is represented by a pie chart in which a time axis is a radial direction and an angle axis is a circumferential direction.

【0017】[0017]

【発明の実施の形態】以下、図面を用いて本発明の実施
の形態を説明する。図1は、本発明の一実施形態に係る
埋設物探査装置の構成を示す図である。同図に示す埋設
物探査装置は、走査移動用車両7に搭載された1個の送
信アンテナ2と2個の受信アンテナ4,5からなるアン
テナ部6を有し、送信アンテナ2は送信装置1に接続さ
れ、また2個の受信アンテナ4,5はそれぞれ2個の受
信装置9,10に接続されている。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a diagram showing a configuration of an embedded object exploration apparatus according to an embodiment of the present invention. The buried object exploration apparatus shown in FIG. 1 has an antenna unit 6 which is mounted on a vehicle 7 for scanning movement and which includes one transmitting antenna 2 and two receiving antennas 4 and 5, and the transmitting antenna 2 is the transmitting apparatus 1. , And the two receiving antennas 4 and 5 are connected to two receiving devices 9 and 10, respectively.

【0018】受信アンテナ4,5は、送信アンテナ2が
送信装置1から供給される例えば数ナノ秒の時間幅のパ
ルスを電磁波として地中に放射し、この放射された電磁
波が地中を伝播し、地中に埋設されている周囲媒質と電
気的性質の異なる埋設管15からの電磁波の反射波を受
信し、この受信した反射波の受信電圧信号を受信装置
9,10にそれぞれ供給するようになっている。
The receiving antennas 4 and 5 radiate into the ground a pulse having a time width of, for example, several nanoseconds supplied from the transmitting device 1 by the transmitting antenna 2 as an electromagnetic wave, and the radiated electromagnetic wave propagates in the ground. , So as to receive the reflected wave of the electromagnetic wave from the buried pipe 15 having a different electrical property from the surrounding medium buried in the ground and supply the received voltage signals of the received reflected wave to the receiving devices 9 and 10, respectively. Has become.

【0019】受信装置9,10は、送信アンテナ2から
の電磁波の放射から受信アンテナ4,5における反射波
の受信までの間の時間を計測し、この時間に基づき埋設
管15までの距離を算出するとともに、この計測した時
間および受信アンテナ4,5からのそれぞれの受信電圧
信号をメモリ11に記憶するようになっている。
The receiving devices 9 and 10 measure the time from the emission of electromagnetic waves from the transmitting antenna 2 to the reception of reflected waves at the receiving antennas 4 and 5, and calculate the distance to the buried pipe 15 based on this time. At the same time, the measured time and the received voltage signals from the receiving antennas 4 and 5 are stored in the memory 11.

【0020】また、演算部13は、メモリ11に記憶さ
れた前記反射波の受信までの時間、各受信電圧信号、更
に送信アンテナ2と受信アンテナ4,5との相互配置関
係に基づき後述するように反射波の方位強度パターンを
演算し、図1では図示しない表示手段に表示するように
なっている。
Further, the calculating unit 13 will be described later based on the time until the reception of the reflected wave stored in the memory 11, each received voltage signal, and the mutual arrangement relationship between the transmitting antenna 2 and the receiving antennas 4 and 5. In addition, the azimuth intensity pattern of the reflected wave is calculated and displayed on a display means (not shown in FIG. 1).

【0021】送信アンテナ2と受信アンテナ4,5は、
図2に上面図を示すように、それぞれの偏波方向が交差
するように配置されている。なお、本実施形態では、送
信アンテナおよび受信アンテナは、送信アンテナと受信
アンテナとの組が複数構成されるように少なくともいず
れか一方が複数設けられることが必要である。図1に示
す本実施形態では、送信アンテナ2と受信アンテナ4か
らなる第1の送受信アンテナ組と送信アンテナ2と受信
アンテナ5からなる第2の送受信アンテナ組の2組設け
られ、それぞれの送受信アンテナの偏波方向が図2に示
すように互いに交差している。なお、上述したように、
送信アンテナと受信アンテナからなる組が複数設けられ
ればよいものであり、そのためには送信アンテナと受信
アンテナのうち、少なくともいずれか一方が複数設けら
れればよいものであるが、この場合、複数設けられた送
信アンテナまたは受信アンテナの偏波方向のみが相互に
交差していればよいものである。
The transmitting antenna 2 and the receiving antennas 4 and 5 are
As shown in the top view of FIG. 2, the polarization directions are arranged so as to intersect with each other. In the present embodiment, it is necessary that at least one of the transmitting antenna and the receiving antenna is provided in plural so that a plurality of sets of the transmitting antenna and the receiving antenna are configured. In the present embodiment shown in FIG. 1, two sets of a first transmitting / receiving antenna group consisting of a transmitting antenna 2 and a receiving antenna 4 and a second transmitting / receiving antenna group consisting of a transmitting antenna 2 and a receiving antenna 5 are provided. 2 cross each other as shown in FIG. As mentioned above,
It is only necessary to provide a plurality of sets of transmitting antennas and receiving antennas, and for that purpose, at least one of the transmitting antennas and the receiving antennas may be provided in a plurality. In this case, a plurality of sets are provided. It is only necessary that the polarization directions of the transmitting antenna and the receiving antenna cross each other.

【0022】次に、以上のように構成される本実施形態
の埋設物探査装置の作用、特に埋設管の位置および延長
方向を推定する処理について図3に示す道路面の平面図
を参照して説明する。
Next, with reference to the plan view of the road surface shown in FIG. 3, the operation of the buried object exploration apparatus of the present embodiment configured as described above, particularly the processing for estimating the position and extension direction of the buried pipe will be described. explain.

【0023】図3に示すように、地中に埋設されている
埋設管15に対して本実施形態の埋設物探査装置を図示
のアンテナ走査ラインに沿って移動させながら送信アン
テナ2から地表面に向けて電磁波を放射し、この電磁波
の地中からの反射波を受信アンテナ4,5で受信し、こ
の受信電圧を反射波の強度として計測すると、最大強度
の直下の位置Pに埋設管15が存在することが推定でき
る。
As shown in FIG. 3, the buried object exploring apparatus of this embodiment is moved from the transmitting antenna 2 to the ground surface while moving the buried object exploring apparatus of the present embodiment along the illustrated antenna scanning line with respect to the buried pipe 15 buried in the ground. When an electromagnetic wave is radiated toward the electromagnetic wave, the reflected wave from the ground of the electromagnetic wave is received by the receiving antennas 4 and 5, and the received voltage is measured as the intensity of the reflected wave, the buried pipe 15 is located at a position P immediately below the maximum intensity. It can be presumed to exist.

【0024】しかしながら、地中には空洞や岩石などの
ような非長大物が存在する可能性があり、このような空
洞や岩石などからの反射波の強度を間違って埋設管15
からの反射波の強度として測定する可能性があるので、
本実施形態では、このような間違いを排除するために、
以下に説明するように、反射波の方位強度パターンを演
算し、この方位強度パターンから埋設管15の位置およ
び延長方向を推定するようにしている。
However, there is a possibility that non-long-sized objects such as cavities and rocks may exist in the ground, and the strength of the reflected wave from such cavities and rocks may be wrong and the buried pipe 15
Since it may be measured as the intensity of the reflected wave from
In this embodiment, in order to eliminate such a mistake,
As described below, the azimuth intensity pattern of the reflected wave is calculated, and the position and extension direction of the buried pipe 15 are estimated from this azimuth intensity pattern.

【0025】すなわち、上述したように計測した最大強
度の位置において受信アンテナ4,5で受信した反射波
の信号、すなわち受信信号をそれぞれS11,S12とする
と、この受信信号S11,S12は図4の右側部分に示すグ
ラフのように図示される。
That is, assuming that the signals of the reflected waves received by the receiving antennas 4 and 5 at the positions of maximum intensity measured as described above, that is, the received signals are S 11 and S 12 , respectively, the received signals S 11 and S 12 are obtained. Is illustrated as the graph shown in the right part of FIG.

【0026】具体的には、図4は、実際の計測データで
あり、同図の左側部分は縦軸に深さを示し、横軸に走査
距離を示し、図中の丸で囲んだ位置に埋設管15からの
反射像が表示されている。また、図4の右側部分は埋設
管15のある地点での反射信号を示すグラフであって、
縦軸が時間、横軸に受信アンテナ4,5の受信電圧を示
し、上側に受信アンテナ4からの受信信号S11、下側に
受信アンテナ5からの受信信号S12を示している。な
お、縦軸の時間は、時間=深さ/電波伝播速度、すなわ
ち深さ=時間×電波伝播速度の関係が深さとの間にあ
る。
Specifically, FIG. 4 shows the actual measurement data. The left side of the figure shows the depth on the vertical axis, the scanning distance on the horizontal axis, and the circled position in the figure. A reflection image from the buried pipe 15 is displayed. The right part of FIG. 4 is a graph showing the reflection signal at a certain point of the buried pipe 15.
The vertical axis represents time, the horizontal axis represents the reception voltage of the reception antennas 4 and 5, the upper side represents the reception signal S 11 from the reception antenna 4, and the lower side represents the reception signal S 12 from the reception antenna 5. The time on the vertical axis is between the depth and the relationship of time = depth / radio wave propagation velocity, that is, depth = time × radio wave propagation velocity.

【0027】また、図5は、図4の右側部分に示した反
射信号のグラフを用いて反射信号の方位特性を表示した
円グラフであり、円周方向に受信アンテナ4の偏波方向
を基準とする方位角φを示し、半径方向に深さ(dept
h)を示している。
FIG. 5 is a circle graph showing the azimuth characteristics of the reflected signal using the graph of the reflected signal shown on the right side of FIG. 4, and the polarization direction of the receiving antenna 4 is used as a reference in the circumferential direction. And the azimuth angle φ, and the depth (dept
h) is shown.

【0028】ここで、送信アンテナ2と受信アンテナ
4,5の偏波方向をそれぞれθ1 とψ 1 ,ψ2 、送信ア
ンテナ2と受信アンテナ4,5の偏波の影響を表す係数
をf11,f12、すなわち送信アンテナ2と受信アンテナ
4の偏波の影響を表す係数をf 11、送信アンテナ2と受
信アンテナ5の偏波の影響を表す係数をf12とすると、
これらは f111 ,ψ1)=cosφ f121 ,ψ2)=cos(φ−π/2) のように表されるので、方位角φについての合成信号強
度は次式のように計算される。
Here, the transmitting antenna 2 and the receiving antenna
The polarization directions of 4 and 5 are θ1 And ψ 1 , Ψ2 , Send
Coefficient representing the effect of polarization of antenna 2 and receiving antennas 4 and 5
F11, F12, Ie transmit antenna 2 and receive antenna
The coefficient representing the influence of the polarization of 4 is f 11, Transmitting antenna 2 and receiving
The coefficient representing the influence of the polarized wave of the reception antenna 5 is f12Then,
They are f111 , Ψ1) = Cos φ f121 , Ψ2) = Cos (φ−π / 2) , The combined signal strength for azimuth φ
The degree is calculated by the following formula.

【0029】S11cosφ+S12sinφ 従って、この式に対して図4の右側部分に示すように図
1の埋設物探査装置の受信装置9,10で計測された受
信信号S11,S12を演算部13で適用して、方位強度パ
ターンを計算すると、図5に示すような方位強度パター
ンが得られる。図5に示す方位強度パターンの例では、
角度55°を中心とする方向に白い縞で示される強い反
射像が現れており、この方向に埋設管15が埋設されて
いることが推定できる。
S 11 cosφ + S 12 sinφ Therefore, the received signals S 11 and S 12 measured by the receivers 9 and 10 of the buried object exploration apparatus of FIG. 1 are calculated as shown in the right side of FIG. 4 with respect to this equation. When the azimuth intensity pattern is calculated by applying it in the unit 13, the azimuth intensity pattern as shown in FIG. 5 is obtained. In the example of the azimuth intensity pattern shown in FIG. 5,
A strong reflection image shown by white stripes appears in the direction centered at the angle of 55 °, and it can be estimated that the buried pipe 15 is buried in this direction.

【0030】なお、上述した計算式を一般化して、送信
アンテナおよび受信アンテナの数をそれぞれn,m、第
i番目の送信アンテナと第j番目の受信アンテナの組合
せによる受信信号をSij(t)、送信アンテナと受信アン
テナの偏波方向をそれぞれθ i とθj 、送信アンテナと
受信アンテナの偏波の影響を表す係数fijとすると、方
位強度パターンは
The above-mentioned calculation formula is generalized and transmitted.
The number of antennas and the number of receiving antennas are
Combination of i-th transmitting antenna and j-th receiving antenna
Received signal by Sij(t), transmitting antenna and receiving antenna
The polarization direction of the tenor is θ i And θj , With transmit antenna
Coefficient f representing the influence of the polarization of the receiving antennaijThen, one
The position intensity pattern is

【数3】 で定義される。[Equation 3] Is defined by

【0031】従って、この式に対して図1の埋設物探査
装置で計測された受信信号を演算部13で適用して、方
位強度パターンを計算すると、図5に示すような方位強
度パターンが得られるので、この方位強度パターンを観
察して、白い縞で表示される強い反射像が現れている部
分を検出することにより、埋設管15の埋設されている
方向を簡単かつ適確に推定することができる。
Therefore, by applying the received signal measured by the buried object exploration apparatus of FIG. 1 to this equation in the arithmetic unit 13 to calculate the azimuth intensity pattern, the azimuth intensity pattern as shown in FIG. 5 is obtained. Therefore, by observing this azimuth intensity pattern and detecting a portion where a strong reflection image displayed as a white stripe appears, the buried direction of the buried pipe 15 can be easily and accurately estimated. You can

【0032】[0032]

【発明の効果】以上説明したように、本発明によれば、
偏波方向は相互に交差する送信アンテナと受信アンテナ
の組を複数配置し、送信アンテナから地表面に向けて電
磁波を移動しながら送信し、該電磁波の地中に存在する
埋設物からの反射波を受信アンテナで受信し、この受信
アンテナの受信信号と送受信アンテナの相互の配置情報
に基づき反射波の方位強度パターンを演算するので、該
方位強度パターンから埋設管が敷設されている位置およ
び方向を従来のように熟練を必要とすることなく、簡単
かつ適確に判定することができる。
As described above, according to the present invention,
A plurality of sets of transmitting antennas and receiving antennas that cross each other in the polarization direction are arranged, and the electromagnetic waves are transmitted from the transmitting antennas to the ground surface while transmitting, and the reflected waves from the buried object existing in the ground of the electromagnetic waves. Is received by the receiving antenna, and the azimuth intensity pattern of the reflected wave is calculated based on the mutual arrangement information of the reception signal of this receiving antenna and the transmitting / receiving antenna. It is possible to make a simple and appropriate determination without requiring skill as in the past.

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

【図1】本発明の一実施形態に係る埋設物探査装置の構
成を示す図である。
FIG. 1 is a diagram showing a configuration of an embedded object exploration apparatus according to an embodiment of the present invention.

【図2】図1に示す実施形態における送信アンテナと受
信アンテナの配置関係を示す平面図である。
FIG. 2 is a plan view showing an arrangement relationship between a transmitting antenna and a receiving antenna in the embodiment shown in FIG.

【図3】図1に示す実施形態の埋設物探査装置の作用を
説明するために使用される埋設管が埋設されている道路
面の平面図である。
FIG. 3 is a plan view of a road surface in which a buried pipe used for explaining the operation of the buried object exploration apparatus of the embodiment shown in FIG. 1 is buried.

【図4】図1に示す実施形態の埋設物探査装置で測定し
た実際の計測データを示す図である。
FIG. 4 is a diagram showing actual measurement data measured by the buried object exploration apparatus of the embodiment shown in FIG. 1.

【図5】図4の角度別反射像を示す図、具体的には図4
の右側部分に示した反射信号のグラフを用いて反射信号
の方位特性を表示した円グラフである。
5 is a diagram showing the reflection image for each angle in FIG. 4, specifically, FIG.
6 is a circle graph displaying the azimuth characteristics of the reflected signal using the graph of the reflected signal shown on the right side of FIG.

【図6】従来の埋設物探査装置の構成を示す図である。FIG. 6 is a diagram showing a configuration of a conventional buried object exploration apparatus.

【図7】図6に示す従来の埋設物探査装置で埋設管の位
置探査を行う走査例を示す説明図である。
FIG. 7 is an explanatory diagram showing an example of scanning in which the position of the buried pipe is searched by the conventional buried object research apparatus shown in FIG.

【図8】埋設管と送受信アンテナの偏波方向の関係を示
す説明図である。
FIG. 8 is an explanatory diagram showing a relationship between a buried pipe and a transmitting / receiving antenna in polarization directions.

【符号の説明】[Explanation of symbols]

1 送信装置 2 送信アンテナ 4,5 受信アンテナ 6 アンテナ部 7 走査移動用車両 9,10 受信装置 11 メモリ 13 演算部 15 埋設管 1 transmitter 2 transmitting antenna 4,5 receiving antenna 6 Antenna section 7 Scanning vehicle 9,10 Receiver 11 memory 13 Operation part 15 buried pipe

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地中に存在する埋設物を移動しながら探
査する埋設物探査装置であって、 地表面に向けて電磁波を移動しながら送信するように設
置された送信アンテナと、 該送信アンテナから送信された電磁波の地中に存在する
埋設物からの反射波を受信するように設置された受信ア
ンテナと、 前記送信アンテナと受信アンテナの相互の配置情報およ
び前記受信アンテナからの受信信号に基づき反射波の方
位強度パターンを演算する演算手段とを有し、 前記送信アンテナおよび受信アンテナは、少なくともい
ずれか一方が複数設けられ、該送受信アンテナの偏波方
向は相互に交差するように配置されていることを特徴と
する埋設物探査装置。
1. A buried object exploration device for exploring an embedded object existing in the ground while moving, the transmitting antenna being installed so as to transmit electromagnetic waves toward the ground surface, and the transmitting antenna. A receiving antenna installed so as to receive a reflected wave from an embedded object existing in the ground of the electromagnetic wave transmitted from, based on mutual arrangement information of the transmitting antenna and the receiving antenna and a received signal from the receiving antenna. A transmitting means and a receiving antenna, wherein at least one of the transmitting antenna and the receiving antenna is provided in plural, and the polarization directions of the transmitting and receiving antennas are arranged so as to intersect with each other. A buried object exploration device characterized by being present.
【請求項2】 前記演算手段は、 前記送信アンテナおよび受信アンテナの数をそれぞれ
n,m、第i番目の送信アンテナと第j番目の受信アン
テナの組合せによる受信信号をSij(t)、送信アンテナ
と受信アンテナの偏波方向をそれぞれθi とψj 、送信
アンテナと受信アンテナの偏波の影響を表す係数をfij
とするとき、 前記方位強度パターンとして 【数1】 で定義される方位強度パターンを演算する手段を有する
ことを特徴とする請求項1記載の埋設物探査装置。
2. The calculating means transmits the number of the transmitting antennas and the number of the receiving antennas, respectively, n, m, the reception signal by the combination of the i-th transmitting antenna and the j-th receiving antenna, S ij (t), and the transmission signal. The polarization directions of the antenna and the receiving antenna are θ i and ψ j , respectively, and the coefficient representing the influence of the polarization of the transmitting antenna and the receiving antenna is f ij.
Then, as the azimuth intensity pattern, 2. The buried object exploration apparatus according to claim 1, further comprising means for calculating an azimuth intensity pattern defined by.
【請求項3】 前記方位強度パターンは、時間軸を半径
方向、角度軸を周方向に取った円グラフで表されること
を特徴とする請求項1記載の埋設物探査装置。
3. The buried object exploration device according to claim 1, wherein the azimuth intensity pattern is represented by a circle graph in which a time axis is a radial direction and an angle axis is a circumferential direction.
JP2001353698A 2001-11-19 2001-11-19 Buried object exploration equipment Expired - Fee Related JP3717835B2 (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2886413A1 (en) * 2005-05-27 2006-12-01 Thales Sa Cylindrical section detecting method, for underground channel, involves integrating signals received in frequency band by fast Fourier transform and detecting channel signaled by skewness of power using power line
JP2009513987A (en) * 2005-10-31 2009-04-02 ローベルト ボツシユ ゲゼルシヤフト ミツト ベシユレンクテル ハフツング Measuring device and method for locating an object sealed in a medium by means of an electromagnetic HF signal
JP2009515163A (en) * 2005-11-03 2009-04-09 アドヴァンスト ハイドロカーボン マッピング エーエス Hydrocarbon reservoir mapping method and apparatus for implementing the method
JP2011528784A (en) * 2008-05-30 2011-11-24 アルカテル−ルーセント ユーエスエー インコーポレーテッド Broadband RF detection
JP2012229931A (en) * 2011-04-25 2012-11-22 Nippon Signal Co Ltd:The Underground radar
US10083767B2 (en) 2012-11-02 2018-09-25 EPSCO, Ltd. Method and apparatus for inspection of cooling towers
JP2018197763A (en) * 2018-09-07 2018-12-13 日本電信電話株式会社 Measurement method and underground radar apparatus

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2886413A1 (en) * 2005-05-27 2006-12-01 Thales Sa Cylindrical section detecting method, for underground channel, involves integrating signals received in frequency band by fast Fourier transform and detecting channel signaled by skewness of power using power line
JP2009513987A (en) * 2005-10-31 2009-04-02 ローベルト ボツシユ ゲゼルシヤフト ミツト ベシユレンクテル ハフツング Measuring device and method for locating an object sealed in a medium by means of an electromagnetic HF signal
JP2009515163A (en) * 2005-11-03 2009-04-09 アドヴァンスト ハイドロカーボン マッピング エーエス Hydrocarbon reservoir mapping method and apparatus for implementing the method
JP2011528784A (en) * 2008-05-30 2011-11-24 アルカテル−ルーセント ユーエスエー インコーポレーテッド Broadband RF detection
JP2012229931A (en) * 2011-04-25 2012-11-22 Nippon Signal Co Ltd:The Underground radar
US10083767B2 (en) 2012-11-02 2018-09-25 EPSCO, Ltd. Method and apparatus for inspection of cooling towers
JP2018197763A (en) * 2018-09-07 2018-12-13 日本電信電話株式会社 Measurement method and underground radar apparatus

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