JP2003023318A - Array antenna for inspecting concrete structure - Google Patents

Array antenna for inspecting concrete structure

Info

Publication number
JP2003023318A
JP2003023318A JP2001208090A JP2001208090A JP2003023318A JP 2003023318 A JP2003023318 A JP 2003023318A JP 2001208090 A JP2001208090 A JP 2001208090A JP 2001208090 A JP2001208090 A JP 2001208090A JP 2003023318 A JP2003023318 A JP 2003023318A
Authority
JP
Japan
Prior art keywords
antenna
array antenna
concrete structure
connecting member
inspecting
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
JP2001208090A
Other languages
Japanese (ja)
Other versions
JP4558985B2 (en
Inventor
Hiroyuki Morishima
啓行 森島
Tomoaki Kageyama
朝昭 蔭山
Yasunari Mori
康成 森
Takayoshi Yumii
孝佳 弓井
Taichi Mizojiri
太一 溝尻
Kyoji Doi
恭二 土井
Noriaki Kimura
憲明 木村
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.)
Mitsui Engineering and Shipbuilding Co Ltd
East Japan Railway Co
Original Assignee
Mitsui Engineering and Shipbuilding Co Ltd
East Japan Railway Co
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 Mitsui Engineering and Shipbuilding Co Ltd, East Japan Railway Co filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP2001208090A priority Critical patent/JP4558985B2/en
Publication of JP2003023318A publication Critical patent/JP2003023318A/en
Application granted granted Critical
Publication of JP4558985B2 publication Critical patent/JP4558985B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Variable-Direction Aerials And Aerial Arrays (AREA)
  • Support Of Aerials (AREA)
  • Radar Systems Or Details Thereof (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an array antenna, with which antenna elements for high frequency radar can be easily relocated along with curved surfaces for inspecting the inside of a concrete structure having a large number of curved surfaces on a surface form like a tunnel, etc. SOLUTION: An array antenna 10 for inspecting a state inside the concrete structure (not shown in Figure) as an inspection object from the reflected waves of radiated high frequency radio waves by laterally locating a plurality of antenna elements 2 for high frequency along with the surface of the body structure is formed from a unit antenna 1 for connecting a feeder line 4 (coaxial cable 7) for transmitting a transmitting/receiving signal to each of antenna elements 2 and a connecting member 8, and a prescribed number of unit antenna 3 are freely attachably and detachably fitted and fixed on an array antenna fitting stand (not shown in Figure) by the connecting member 8.

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、コンクリート構造
体検査用アレイアンテナに関するものである。
TECHNICAL FIELD The present invention relates to an array antenna for inspecting a concrete structure.

【0002】[0002]

【従来の技術】トンネルや高速道路など、過酷な条件が
課せられるコンクリート構造物などでは、安全を維持す
るために構造物内部の傷を検査する必要があり、測定器
による非破壊検査方法としては単一素子アンテナを使用
した電波による計測が主であった。
2. Description of the Related Art In concrete structures such as tunnels and highways that are subject to harsh conditions, it is necessary to inspect the scratches inside the structures to maintain safety. Most of the measurements were by radio waves using a single element antenna.

【0003】[0003]

【発明が解決しようとする課題】前記単一素子アンテナ
による検査は事実上一次元的検査であるのに対し、数ギ
ガHzの高周波レーダーを使用して二次元的に検査する
方法の開発が行われている。この場合使用するアンテナ
は、アンテナ素子を横並びに配置したアレイアンテナを
被検査体構造物の表面に接近させて配置し、アレイアン
テナを横方向に移動させることにより構造物表面を二次
元的に検査することができるので検査能率を向上させる
ことができる。
While the inspection with the single element antenna is a one-dimensional inspection in fact, a method for two-dimensional inspection using a high frequency radar of several gigahertz has been developed. It is being appreciated. The antenna used in this case is a two-dimensional inspection of the structure surface by arranging the array antenna in which the antenna elements are arranged side by side close to the surface of the structure to be inspected and moving the array antenna in the horizontal direction. Therefore, the inspection efficiency can be improved.

【0004】ところで、前記したように高周波レーダー
用アレイアンテナは、各アンテナ素子を構造物の表面に
接近させて配置する必要があるため、トンネルのように
表面が主として曲面でできた構造物の場合、トンネルの
形状に合わせて単一アンテナ素子を取り付けたアレイア
ンテナが必要となるのに対し、トンネルの曲面形状は様
々な曲率の曲面からできているため、多数のトンネルに
対応するためには多くのアレイアンテナを用意する必要
がある。そのため、高価なアンテナ素子を多数用意する
必要が生じ、検査費用が高騰するという問題がある。
By the way, as described above, in the case of a high-frequency radar array antenna, it is necessary to arrange each antenna element close to the surface of the structure. Therefore, in the case of a structure whose surface is mainly a curved surface such as a tunnel. , While an array antenna with a single antenna element attached according to the shape of the tunnel is required, the curved surface of the tunnel is composed of curved surfaces with various curvatures, so it is often necessary to support many tunnels. It is necessary to prepare the array antenna of. Therefore, it is necessary to prepare a large number of expensive antenna elements, and there is a problem that the inspection cost rises.

【0005】本発明は、上記問題に着目してなされたも
のであり、トンネルなど曲面からなる表面が多いコンク
リート構造体内部を検査するための高周波アンテナ素子
を、曲面に沿わせて容易に並べ替えられるようにしたア
レイアンテナを提供することを目的としている。
The present invention has been made in view of the above problems, and high-frequency antenna elements for inspecting the inside of a concrete structure having many curved surfaces such as tunnels can be easily rearranged along the curved surfaces. It is an object of the present invention to provide an array antenna adapted to the above.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
の本発明のコンクリート構造体検査用アレイアンテナ
は、複数の高周波アンテナ素子を検査対象のコンクリー
ト構造体表面形状に沿うように横並びに配置し、放射し
た高周波電波の反射波を受信して前記構造体内部を検査
するアレイアンテナであって、該アレイアンテナは、ア
ンテナ素子、該アンテナ素子を取り付けた単位アンテ
ナ、連結部材およびアレイアンテナ取付台からなり、前
記連結部材は、前記単位アンテナを着脱自在に複数個横
並びに、前記構造体表面に沿うように取り付け、前記ア
レイアンテナ取付台に固定するようにしたものである。
In order to achieve the above object, the concrete structure inspection array antenna of the present invention has a plurality of high-frequency antenna elements arranged side by side along the surface shape of the concrete structure to be inspected. An array antenna for receiving a reflected wave of a radiated high frequency radio wave to inspect the inside of the structure, wherein the array antenna includes an antenna element, a unit antenna having the antenna element attached, a connecting member and an array antenna mount. The connecting member is configured such that a plurality of the unit antennas are detachably mounted side by side and along the surface of the structure, and are fixed to the array antenna mount.

【0007】前記単位アンテナを検査対象のコンクリー
ト構造体表面形状に沿うように横並びに配置して連結部
材に取り付ける手段には特に限定はない。例えば、連結
部材に単位アンテナをネジ止めすると、 アンテナ素子が
検査対象構造物の表面に沿うように配列させることがで
きる。そのために、連結部材がコンクリート構造体表面
に面する側の縁部形状を、前記表面形状に沿う曲率を有
するように形成し、前記縁部に沿わせて単位アンテナを
固定することができる。取付部材は、通常金属板を加工
して作ることができるが、本発明はこれに限定されな
い。但し導体であることが望ましい。
There is no particular limitation on the means for arranging the unit antennas side by side along the surface shape of the concrete structure to be inspected and attaching it to the connecting member. For example, when the unit antennas are screwed to the connecting member, the antenna elements can be arranged along the surface of the structure to be inspected. Therefore, it is possible to form the edge shape of the connecting member facing the surface of the concrete structure so as to have a curvature along the surface shape, and fix the unit antenna along the edge. The mounting member can usually be made by processing a metal plate, but the present invention is not limited to this. However, it is preferably a conductor.

【0008】本発明において、前記曲率の値には特に臨
界的な値はなく、曲率がゼロ、即ち直線をも含むもので
ある。
In the present invention, there is no particular critical value for the curvature, and the curvature is zero, that is, includes a straight line.

【0009】前記単位アンテナを連結部材に着脱自在に
取り付ける手段には特に限定は無い。例えば連結部材お
よび単位アンテナそれぞれの所定位置に共通仕様のねじ
孔を設け、ねじ止めする取付手段を用いることができ
る。
Means for removably attaching the unit antenna to the connecting member is not particularly limited. For example, mounting means may be used in which screw holes having common specifications are provided at predetermined positions of the connecting member and the unit antenna, and screwed.

【0010】本発明は、予め検査対象のトンネルなどの
コンクリート構造物の各曲面(直線を含む)に適合する
数の連結部材を用意することで、高い測定精度を維持し
ながら、より少ない数の単位アンテナを用意すること
で、多数の検査対象のコンクリート構造物に対して検査
することを可能にする。
The present invention prepares a number of connecting members which are suitable for each curved surface (including straight line) of a concrete structure such as a tunnel to be inspected in advance, thereby maintaining a high measurement accuracy and reducing the number of connecting members. By preparing a unit antenna, it is possible to inspect many concrete structures to be inspected.

【0011】[0011]

【発明の実施の形態】以下、添付の図面を参照する一実
施の形態を示し、本発明を具体的に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below with reference to an embodiment with reference to the accompanying drawings.

【0012】本実施の形態に使用するアンテナ素子2
は、図1に示すように同じ形状をした一対の導体(本実
施の形態においては三角形)からなり、ケーシング3の
所定位置に取り付けて使用する。
Antenna element 2 used in this embodiment
Is composed of a pair of conductors (triangles in the present embodiment) having the same shape as shown in FIG. 1, and is attached to a predetermined position of the casing 3 for use.

【0013】アンテナ素子2の各片に取り付けた給電線
4は、ケーシング3に開けた開口5からケ−シング3内
に引き込み、整合回路6を介して、送・受信器(図示せ
ず)の送・受信ターミナル(図示せず)に接続する同軸
ケーブル7に接続されている。
The feed line 4 attached to each piece of the antenna element 2 is drawn into the casing 3 through an opening 5 formed in the casing 3, and a matching circuit 6 is used to feed a transmitter / receiver (not shown). It is connected to a coaxial cable 7 which is connected to a sending / receiving terminal (not shown).

【0014】前記整合回路6は伝送姿態を不平衡(同軸
ケーブル内線路)から平衡(アンテナ)に変換する従来
から通常的に使用される回路である。整合回路6を含め
アンテナ素子2と同軸ケーブル7とを接続する手段は、
この種技術に通常的に使用するものを適宜使用すること
ができるので、詳細な説明を省略する。
The matching circuit 6 is a circuit which has been conventionally used normally for converting the transmission mode from unbalanced (line in the coaxial cable) to balanced (antenna). The means for connecting the antenna element 2 and the coaxial cable 7 including the matching circuit 6 are:
Since those commonly used in this type of technology can be used as appropriate, detailed description will be omitted.

【0015】前記ケーシング3は、以下に説明する連結
部材8(図2〜5)にアンテナ素子2を固定するための
ものであり、本実施の形態に使用したケーシング3の形
状は、アンテナ素子2を取り付ける面が、一辺が約57
mmの四角形で、高さが約78mmの角柱状のものとし
た。但しこの形状、 寸法は一例であり、本発明はこれに
限定されず、使用状況に合わせて適宜変形することがで
きる。なお図1に示す符号9はケーシング3を連結部材
8にねじ止めするためのネジ穴である。
The casing 3 is for fixing the antenna element 2 to the connecting member 8 (FIGS. 2 to 5) described below, and the shape of the casing 3 used in the present embodiment is the antenna element 2. The side to attach is about 57
A square column having a height of about 78 mm was used as a square column of mm. However, this shape and size are examples, and the present invention is not limited to this, and can be appropriately modified according to the use situation. Reference numeral 9 shown in FIG. 1 is a screw hole for screwing the casing 3 to the connecting member 8.

【0016】図2〜4 に示す第1実施の形態のアレイア
ンテナ10に使用した連結部材8は、曲率ゼロ、即ち表
面が平面のコンクリート構造物(図示せず)の検査に適
用するものである。
The connecting member 8 used in the array antenna 10 of the first embodiment shown in FIGS. 2 to 4 is applied to an inspection of a concrete structure (not shown) having a curvature of zero, that is, a flat surface. .

【0017】第1の実施の形態の連結部材8は、金属板
を加工して製作したものであり、図3に示すように、い
ずれも同じ仕様の単位アンテナ1を取り付けた送信用連
結部材8a(図3a)および受信用連結部材8b(図3
b)(これらを総称するときは単に連結部材8と記す)
とからなり、それぞれの連結部材8a,8bにネジ11
(図5)で単位アンテナ1を取り付け(第1実施の形態
では16個)、送信用連結部材8aと受信用連結部材8
bとの単位アンテナ1が互い違いに並ぶ(図2)よう
に、取付部材8の張出し部8cによって、アレイアンテ
ナ取付台(図示せず)に取り付けた。
The connecting member 8 of the first embodiment is manufactured by processing a metal plate, and as shown in FIG. 3, a transmitting connecting member 8a to which the unit antennas 1 having the same specifications are attached. (FIG. 3a) and the receiving connecting member 8b (FIG. 3a).
b) (These are collectively referred to as the connecting member 8 when collectively referred to)
And a screw 11 on each connecting member 8a, 8b.
(FIG. 5), the unit antennas 1 are attached (16 in the first embodiment), and the transmitting connecting member 8a and the receiving connecting member 8 are attached.
The array antenna mounting base (not shown) was mounted by the overhanging portion 8c of the mounting member 8 so that the unit antennas 1 and b were arranged alternately (FIG. 2).

【0018】前記アレイアンテナ10の使用方法は、ア
ンテナ素子2側を検査対象のコンクリート構造物表面に
向けて一定の間隔(例えば5mm)を保ちながら移動で
きるように、アレイアンテナ取付台に直接(または他の
部材を介して)車(図示せず)を取り付け、押し付けな
がらアレイアンテナを長手方向と交差する方向に移動さ
せ、電波の放射と反射波の受信とを繰り返し、コンクリ
ート構造体内の状態(亀裂、ジャンカ、欠損部、剥離、
抑えモルタルの浮き上がりなど)の解析と、その映像を
ディスプレイ上に表示させるなどを行わせるものであ
り、これらの操作等は従来から使用される手段を適用す
ることができる。
The method of using the array antenna 10 is such that the antenna element 2 side can be moved directly toward the array antenna mount (or 5 mm) so that the antenna element 2 side can be moved toward the surface of the concrete structure to be inspected at a constant interval (for example, 5 mm). A car (not shown) is attached, the array antenna is moved in a direction intersecting the longitudinal direction while pressing it, and the emission of radio waves and the reception of reflected waves are repeated, and the state inside the concrete structure (cracking) , Junker, defect, peeling,
The mortar is lifted up) and its image is displayed on the display. For these operations, conventionally used means can be applied.

【0019】図5は半径が4791mm(曲率:0.0
2087m-1)の曲面を有するトンネルの検査に使用す
るようにした第2実施の形態のアレイアンテナ(図示せ
ず)用の送信用連結部材8a(図5a)および受信用連
結部材8b(図5b)である。第2実施の形態の連結部
材8は、検査対称面に向き合う縁部12が、アンテナ素
子(図示せず)の配置面が円弧を描くように形成し、取
り付け可能なアンテナ素子数を16個とした外は、第1
実施の形態と同様としたので、同様の部材には同じ符号
を付し説明を省略する。
In FIG. 5, the radius is 4791 mm (curvature: 0.0
2087 m −1 ). The connecting member 8a for transmitting (FIG. 5a) and the connecting member 8b for receiving (FIG. 5b) for the array antenna (not shown) of the second embodiment, which is used for inspection of a tunnel having a curved surface. ). In the connecting member 8 of the second embodiment, the edge portion 12 facing the inspection symmetry plane is formed so that the arrangement surface of the antenna element (not shown) draws an arc, and the number of attachable antenna elements is 16 The outside is the first
Since it is similar to the embodiment, the same members are denoted by the same reference numerals and the description thereof is omitted.

【0020】以上説明したように第1、第2実施の形態
のアレイアンテナ10は、必要個数の共通のアンテナ素
子を製作しておけば、測定対象のコンクリート構造体の
表面形状に適合する曲率を有する連結部材を用意するこ
とで検査が可能になるので、検査コストを大幅に低減さ
せることができる。
As described above, in the array antenna 10 of the first and second embodiments, if a required number of common antenna elements are manufactured, the curvature suitable for the surface shape of the concrete structure to be measured can be obtained. Since the inspection can be performed by preparing the connecting member included therein, the inspection cost can be significantly reduced.

【0021】[0021]

【発明の効果】以上説明したように本発明のコンクリー
ト構造体検査用アレイアンテナは、検査対象の表面形状
に沿うようにアンテナ素子を配置できるように検査対象
の表面形状に合わせた形状とし、アンテナ素子を着脱自
在に形成したので、高価なアンテナ素子の全体の数を可
及的に減らすことが可能となり、高い検査精度を維持し
ながら検査コストを大幅に低減することが可能となっ
た。
As described above, the concrete structure inspection array antenna of the present invention has a shape that matches the surface shape of the inspection object so that the antenna element can be arranged along the surface shape of the inspection object. Since the elements are detachably formed, the total number of expensive antenna elements can be reduced as much as possible, and the inspection cost can be significantly reduced while maintaining high inspection accuracy.

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

【図1】本発明の実施の形態に使用した単位アンテナの
概要を説明するための斜視図である。
FIG. 1 is a perspective view for explaining an outline of a unit antenna used in an embodiment of the present invention.

【図2】本発明の第1実施の形態によるアレイを一部省
略して示した斜視図である。
FIG. 2 is a perspective view showing a partially omitted array according to the first embodiment of the present invention.

【図3】図3のIII−III線矢視図である。FIG. 3 is a view taken along the line III-III of FIG.

【図4】図4aは図3のIVa−IVa線矢視側面図で
あり、図4aは図3のIVb−IVb線矢視側面図であ
る。
4a is a side view taken along the line IVa-IVa of FIG. 3, and FIG. 4a is a side view taken along the line IVb-IVb of FIG.

【図5】本発明の第2実施の形態による連結部材の側面
図であり、図5aは送信予側連結板を、 図5bは受信側
連結板を、それぞれ図4と同じ方向から見た側面図であ
る。
5 is a side view of a connecting member according to a second embodiment of the present invention, FIG. 5a is a transmission side connecting plate, and FIG. 5b is a receiving side connecting plate as viewed from the same direction as FIG. It is a figure.

【符号の説明】[Explanation of symbols]

1 単位アンテナ 2 アンテナ素子 7 同軸ケーブル(給電線) 8 連結部材 10 アレイアンテナ 1 unit antenna 2 antenna elements 7 Coaxial cable (feed line) 8 connecting members 10 array antenna

フロントページの続き (72)発明者 蔭山 朝昭 東京都渋谷区代々木二丁目2番2号 東日 本旅客鉄道株式会社内 (72)発明者 森 康成 岡山県玉野市玉3丁目1番1号 三井造船 株式会社玉野事業所内 (72)発明者 弓井 孝佳 岡山県玉野市玉3丁目1番1号 三井造船 株式会社玉野事業所内 (72)発明者 溝尻 太一 岡山県玉野市玉3丁目1番1号 三井造船 株式会社玉野事業所内 (72)発明者 土井 恭二 岡山県玉野市玉3丁目1番1号 三井造船 株式会社玉野事業所内 (72)発明者 木村 憲明 岡山県玉野市玉3丁目1番1号 三井造船 株式会社玉野事業所内 Fターム(参考) 5J021 AA05 AA08 FA32 HA04 JA10 5J047 AA09 AA12 EF01 5J070 AC01 AC02 AD08 AE11 Continued front page    (72) Inventor Asaaki Kageyama             2-2-2 Yoyogi, Shibuya-ku, Tokyo Tohnichi             Inside the passenger railway (72) Inventor Yasunari Mori             Mitsui Shipbuilding, 3-1-1 Tamama, Tamano City, Okayama Prefecture             Tamano Works Co., Ltd. (72) Inventor Takayoshi Yumi             Mitsui Shipbuilding, 3-1-1 Tamama, Tamano City, Okayama Prefecture             Tamano Works Co., Ltd. (72) Inventor Taichi Mizojiri             Mitsui Shipbuilding, 3-1-1 Tamama, Tamano City, Okayama Prefecture             Tamano Works Co., Ltd. (72) Inventor Kyoji Doi             Mitsui Shipbuilding, 3-1-1 Tamama, Tamano City, Okayama Prefecture             Tamano Works Co., Ltd. (72) Inventor Noriaki Kimura             Mitsui Shipbuilding, 3-1-1 Tamama, Tamano City, Okayama Prefecture             Tamano Works Co., Ltd. F-term (reference) 5J021 AA05 AA08 FA32 HA04 JA10                 5J047 AA09 AA12 EF01                 5J070 AC01 AC02 AD08 AE11

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 複数の高周波アンテナ素子を検査対象の
コンクリート構造体表面形状に沿うように横並びに配置
し、放射した高周波電波の反射波を受信して前記構造体
内部を検査するアレイアンテナであって、該アレイアン
テナは、アンテナ素子、該アンテナ素子を取り付けた単
位アンテナ、連結部材およびアレイアンテナ取付台から
なり、前記連結部材は、前記単位アンテナを着脱自在に
複数個横並びに、前記構造体表面に沿うように取り付
け、前記アレイアンテナ取付台に固定するようにしたコ
ンクリート構造体検査用アレイアンテナ。
1. An array antenna in which a plurality of high-frequency antenna elements are arranged side by side along a surface shape of a concrete structure to be inspected, and a reflected wave of a radiated high-frequency radio wave is received to inspect the inside of the structure. The array antenna comprises an antenna element, a unit antenna to which the antenna element is attached, a connecting member, and an array antenna mount. The connecting member has a plurality of the unit antennas removably side by side and the structure surface. An array antenna for inspecting a concrete structure, which is attached along a line and is fixed to the array antenna mount.
【請求項2】 前記連結部材の前記コンクリート構造体
表面に面する側の縁部形状を、前記表面形状に沿う曲率
を有するように形成した請求項1記載のコンクリート構
造体検査用アレイアンテナ。
2. The array antenna for concrete structure inspection according to claim 1, wherein an edge shape of the connecting member on the side facing the concrete structure surface is formed to have a curvature along the surface shape.
JP2001208090A 2001-07-09 2001-07-09 Array antenna for concrete structure inspection Expired - Lifetime JP4558985B2 (en)

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JP4558985B2 JP4558985B2 (en) 2010-10-06

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017149582A1 (en) * 2016-02-29 2017-09-08 三井造船株式会社 Data processing method and measurement device
KR101876928B1 (en) * 2016-04-11 2018-07-11 주식회사 비트센싱 Structure deformation early monitoring system using radar and reflectors

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03259777A (en) * 1990-03-08 1991-11-19 Komatsu Ltd Method and device for information processing of underground radar
JPH0988351A (en) * 1995-09-22 1997-03-31 Geo Saac Kk Diagnosing system for inside and around concrete structure
JPH1032426A (en) * 1997-04-17 1998-02-03 Mitsubishi Electric Corp Antenna system
JPH1048347A (en) * 1996-07-31 1998-02-20 Geo Saac Kk Method and apparatus for displaying position of reinforcing bar of concrete structure
JP2000022441A (en) * 1998-07-03 2000-01-21 Mitsubishi Electric Corp Antenna system
JP2000244239A (en) * 1999-02-24 2000-09-08 Denso Corp Antenna device of remote id

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03259777A (en) * 1990-03-08 1991-11-19 Komatsu Ltd Method and device for information processing of underground radar
JPH0988351A (en) * 1995-09-22 1997-03-31 Geo Saac Kk Diagnosing system for inside and around concrete structure
JPH1048347A (en) * 1996-07-31 1998-02-20 Geo Saac Kk Method and apparatus for displaying position of reinforcing bar of concrete structure
JPH1032426A (en) * 1997-04-17 1998-02-03 Mitsubishi Electric Corp Antenna system
JP2000022441A (en) * 1998-07-03 2000-01-21 Mitsubishi Electric Corp Antenna system
JP2000244239A (en) * 1999-02-24 2000-09-08 Denso Corp Antenna device of remote id

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017149582A1 (en) * 2016-02-29 2017-09-08 三井造船株式会社 Data processing method and measurement device
KR101876928B1 (en) * 2016-04-11 2018-07-11 주식회사 비트센싱 Structure deformation early monitoring system using radar and reflectors

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