JP2010204055A - Concrete internal inspection apparatus - Google Patents

Concrete internal inspection apparatus Download PDF

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JP2010204055A
JP2010204055A JP2009052736A JP2009052736A JP2010204055A JP 2010204055 A JP2010204055 A JP 2010204055A JP 2009052736 A JP2009052736 A JP 2009052736A JP 2009052736 A JP2009052736 A JP 2009052736A JP 2010204055 A JP2010204055 A JP 2010204055A
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antenna
concrete
transmission
transmitting
reception
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JP5246786B2 (en
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Toshimi Okada
敏美 岡田
Akito Yamamoto
朗人 山本
Sadanori Takami
貞徳 高見
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TOYAMA KENSA KK
Toyama Prefecture
Mitsubishi Electric Tokki Systems Corp
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TOYAMA KENSA KK
Toyama Prefecture
Mitsubishi Electric Tokki Systems Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a non-destructive inspection apparatus for extensively inspecting an internal quality of concrete in a short time by simply disposing transmission and reception antennas on both sides of a concrete wall of a concrete structure. <P>SOLUTION: The apparatus includes the transmission antenna to be disposed on one wall surface of the concrete wall to be inspected on the internal quality; the reception antenna to be disposed on the other wall surface, the transmission antenna and the reception antenna being array antennas having a plurality of antenna elements arranged in a matrix and disposed generally facing each other on both the sides of the concrete wall; a transmission/reception control means between the transmission and reception antennas for transmitting/receiving an electromagnetic wave; and an internal quality analytical means for measuring transmission characteristics and/or reflection characteristics and analyzing the internal quality. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明はコンクリートの内部品質を電磁波を用いて非破壊により解析及び検査する検査装置に関する。   The present invention relates to an inspection device for analyzing and inspecting the internal quality of concrete by nondestructive using electromagnetic waves.

ビル等の建築物の壁や、高速道路の橋脚等を構成するコンクリートの機械的強度は、コンクリートの成分配合率のみならず、コンクリート打設時の工法及び条件による影響もある。
また、そのコンクリート強度は設置環境の影響により、経年変化する。
従って、コンクリート建築物の地震等に対する力学的耐性を確保するためには、コンクリートの品質を評価することが必要である。
The mechanical strength of the concrete that constitutes the walls of buildings such as buildings and the piers of expressways is influenced not only by the composition ratio of the concrete but also by the construction method and conditions during concrete placement.
In addition, the concrete strength changes over time due to the influence of the installation environment.
Therefore, it is necessary to evaluate the quality of concrete in order to ensure the mechanical resistance of concrete buildings to earthquakes.

コンクリートの品質を評価する方法として、被検体の一部を切り取って破壊試験をする直接法では、サンプルによる推定法であるために被検体の全体を検査することは容易でない。
そこで、非破壊診断法として、文献1には超音波によるコンクリート建造物等の遠隔式内部検査方法を開示する。
しかし、超音波法にて被検体の全体を検査するには多大な労力を要する。
また、X線による非破壊診断法では安全管理上の制約もあって数10cm以上の厚さのあるコンクリートは透過しないのが現状である。
As a method for evaluating the quality of concrete, the direct method in which a part of a specimen is cut out and a destructive test is performed is an estimation method using a sample, so that it is not easy to inspect the whole specimen.
Therefore, as a non-destructive diagnostic method, Reference 1 discloses a remote internal inspection method for concrete buildings and the like by ultrasonic waves.
However, it takes a lot of labor to inspect the entire subject by the ultrasonic method.
Further, in the non-destructive diagnostic method using X-rays, there is a current situation that concrete having a thickness of several tens of centimeters or more does not permeate due to safety control restrictions.

特許文献2には、電磁波による鉄筋コンクリート構造物の非破壊検査装置及び方法を開示する。
しかし、同公報に開示する技術は、交差鉄筋からの反射波の影響を除去するために、検査範囲を6つの区間に分割し、各区間の受信信号の平均波形を求めなければならないので電磁波を走査移動しなければならず、装置が大がかりになるものである。
Patent Document 2 discloses a nondestructive inspection apparatus and method for a reinforced concrete structure using electromagnetic waves.
However, in the technique disclosed in the publication, in order to remove the influence of the reflected wave from the crossing rebar, the inspection range must be divided into six sections, and the average waveform of the received signal in each section must be obtained. The scanning movement must be made, and the apparatus becomes a large scale.

なお、コンクリート内の鉄筋を調べる装置として、電磁波パルスの反射時間を計測する方式の鉄筋探査レーダ(RCレーダ)が市販されているが、これはコンクリートの品質を検査できるものではない。
即ち、このRCレーダは鉄筋の検知を目的とするものであり、その深さは30cm程度が限界である。
As a device for examining reinforcing bars in concrete, a reinforcing bar survey radar (RC radar) that measures the reflection time of electromagnetic pulses is commercially available, but this does not test the quality of concrete.
That is, this RC radar is intended to detect reinforcing bars, and its depth is limited to about 30 cm.

特開2001−289827号公報JP 2001-289827 A 特開2008−39429号公報JP 2008-39429 A

本発明は、コンクリート構造物のコンクリート壁の両側に送受信アンテナを配置するだけで、広範囲にかつ短時間にコンクリートの内部品質を検査できる非破壊式検査装置の提供を目的とする。   An object of the present invention is to provide a non-destructive inspection apparatus capable of inspecting the internal quality of concrete in a wide range and in a short time only by arranging transmission and reception antennas on both sides of a concrete wall of a concrete structure.

本発明に係るコンクリートの内部検査装置は、内部品質を検査する対象となるコンクリート壁の一方の壁面に配置する送信アンテナと、他方の壁面に配置する受信アンテナとを備え、送信アンテナ及び受信アンテナは複数のアンテナエレメントをマトリックス状に配置したアレイアンテナになっていて、送信アンテナと受信アンテナとをコンクリート壁の両側に概ね対向配置し、当該送受信アンテナ間に電磁波を送受信する送受信制御手段と、透過特性又は/及び反射特性を計測し、内部品質を解析する内部品質解析手段とを有することを特徴とする。   A concrete internal inspection apparatus according to the present invention includes a transmission antenna disposed on one wall surface of a concrete wall to be inspected for internal quality, and a reception antenna disposed on the other wall surface. A transmission / reception control means for transmitting and receiving electromagnetic waves between the transmission / reception antennas, wherein the transmission antenna and the reception antenna are arranged substantially opposite to each other on both sides of the concrete wall, and a transmission characteristic. Or / and internal quality analysis means for measuring reflection characteristics and analyzing internal quality.

ここで、複数のアンテナエレメントをマトリックス状に配置した送受信アンテナを用いたのは、受信アンテナの指向性の影響を抑えるために送信及び受信する個々のアンテナエレメントを例えば水平方向と垂直方向とに複数、マトリックス状に配置し、コンクリート壁面の両側に送信アンテナと受信アンテナとを概ね対向配置する趣旨である。
これにより、対向配置した各アンテナエレメント間にてコンクリートの壁面に直角な方向の透過特性及び反射特性を計測することが可能になる。
また、送受信アンテナを2次元等のアレイアンテナとしたことにより、短時間で広範囲にわたる計測ができる。
内部品質の解析に用いる電磁波は、電波法の規制を考慮し、コンクリートへの透過特性が高い1.0〜3.0GHz帯の準マイクロ波を用いるのが好ましい。
この準マイクロ波を用いるとコンクリートの測定深度(かぶり)約100cm程度まで検査が可能である。
なお、コンクリートの密実性の違い、ジャンカと称される砂利の周囲に充分に生コンが充填されなかった部位、及び鉄筋等による電磁波の透過度及び反射度は周波数に依存するから、この周波数依存性を調べるには複数の周波数による計測を行うとよい。
Here, the transmission / reception antenna in which a plurality of antenna elements are arranged in a matrix is used because a plurality of antenna elements to be transmitted and received are arranged in, for example, the horizontal direction and the vertical direction in order to suppress the influence of directivity of the reception antenna. This is intended to be arranged in a matrix shape, and the transmitting antenna and the receiving antenna are generally arranged opposite to each other on both sides of the concrete wall surface.
This makes it possible to measure transmission characteristics and reflection characteristics in a direction perpendicular to the concrete wall surface between the antenna elements arranged opposite to each other.
In addition, since the transmission / reception antenna is a two-dimensional array antenna, a wide range of measurements can be performed in a short time.
The electromagnetic wave used for the analysis of the internal quality is preferably a 1.0 to 3.0 GHz band quasi-microwave having high transmission characteristics to concrete in consideration of regulations of the Radio Law.
When this quasi-microwave is used, it is possible to inspect the concrete to a measurement depth (cover) of about 100 cm.
It should be noted that the difference in the density of concrete, the part of the gravel called junker that was not sufficiently filled with ready-mixed concrete, and the transmissivity and reflectivity of electromagnetic waves by reinforcing bars, etc. depend on the frequency. In order to investigate the nature, it is better to perform measurement at a plurality of frequencies.

本発明においては、送受信アンテナを2次元アレイアンテナにしたことにより、送信アレイアンテナは、アンテナエレメントからマーカー信号を送信し、このマーカー信号を受信した受信アレイアンテナのアンテナエレメントを検出し、対向するアンテナエレメントを自動検出するための対向アンテナエレメント自動検出手段を有するようにしてもよい。
このようにすると、送信アンテナと受信アンテナを概ね対向配置するだけで対向するアンテナエレメントが自動検出される。
なお、マーカー信号を3つ以上設けると、X,Y方向の位置が定まる。
また、電磁波の透過度及び反射度はコンクリートの密実の方向性、ジャンカの構造及び鉄筋の方向により異なることが想定されるから、送受信アレイアンテナのアンテナエレメントは、水平偏波と垂直偏波との少なくとも二方向の偏波を送受信可能になっていてもよい。
さらには、送信電力がコンクリート表面で反射されないように、送信アレイアンテナの送信面はコンクリート壁面に概ね密着可能になっているともに、当該送信面を形成する材質のインピーダンスがコンクリートのインピーダンスに概ね一致するようにするとよい。
ここで、送信面がコンクリート壁面に概ね密着可能になっているとはコンクリート表面に多少の凹凸が存在しても、その上に重ねることができればよいという趣旨である。
In the present invention, since the transmitting / receiving antenna is a two-dimensional array antenna, the transmitting array antenna transmits a marker signal from the antenna element, detects the antenna element of the receiving array antenna that has received the marker signal, and detects the opposing antenna. You may make it have a counter antenna element automatic detection means for detecting an element automatically.
If it does in this way, the antenna element which opposes will be automatically detected only by arrange | positioning a transmission antenna and a reception antenna substantially in opposition.
If three or more marker signals are provided, the positions in the X and Y directions are determined.
In addition, the transmission and reflection of electromagnetic waves are assumed to vary depending on the concrete directionality of concrete, the structure of the jumper and the direction of the reinforcing bars. Therefore, the antenna element of the transmission / reception array antenna has horizontal polarization and vertical polarization. It may be possible to transmit and receive polarized waves in at least two directions.
Furthermore, the transmission surface of the transmission array antenna can be substantially in close contact with the concrete wall so that the transmission power is not reflected by the concrete surface, and the impedance of the material forming the transmission surface substantially matches the impedance of the concrete. It is good to do so.
Here, the fact that the transmission surface can be substantially in close contact with the concrete wall surface means that even if there are some irregularities on the concrete surface, it is only necessary to be able to overlap the concrete surface.

本発明においては、2次元アレイアンテナからなる送受信アンテナを用いたことにより、コンクリートの壁面に直角な方向の透過特性及び反射特性を計測することで短時間に広範囲にわたる計測が実現し、コンクリート構造物全体の密実性を調査し、内部品質を検査できる。
これにより、コンクリートの顕著な劣化、ジャンカ、電気配線用の塩ビ管等の非金属物、空洞の存在の検出が可能である。
なお、鉄筋の検知に関しても従来のRCレーダの2倍以上のかぶりに対応できる。
In the present invention, by using a transmission / reception antenna composed of a two-dimensional array antenna, a wide range of measurements can be realized in a short time by measuring transmission and reflection characteristics in a direction perpendicular to the wall surface of the concrete. Investigate overall solidity and inspect internal quality.
As a result, it is possible to detect the remarkable deterioration of concrete, the presence of non-metal objects such as jumpers and PVC pipes for electrical wiring, and cavities.
It should be noted that the detection of reinforcing bars can cope with a fog more than twice that of the conventional RC radar.

また、2次元アレイアンテナを対向配置したことにより、対向するアンテナエレメントの上下左右を含め、合計9点の計測を行うことで斜め方向の透過特性も得られ、平均操作によりアンテナエレメントが存在しない場所における透過特性を得ることもできる。   In addition, by arranging two-dimensional array antennas facing each other, it is possible to obtain transmission characteristics in an oblique direction by measuring a total of nine points including the top, bottom, left, and right of the facing antenna elements. Transmission characteristics can also be obtained.

本発明に係る検査装置の構成例を示す。The structural example of the inspection apparatus which concerns on this invention is shown. 送受信の二次元アレイアンテナのエレメント配置例を示す。An example of element arrangement of a transmission / reception two-dimensional array antenna is shown. コンクリートの内部品質の検査例を示す。An example of inspection of the internal quality of concrete will be shown.

本発明に係るコンクリートの内部の検査装置10の構成例を示す。
コンクリート壁1の一方の壁面に重ねるように配置する送信アンテナ11と、他方の壁面に重ねるように配置する受信アンテナ12とを有する。
送受信アンテナ11,12は、図2に示すようにアンテナエレメント20を上下、左右にマトリックス状に複数配置した2次元アレイアンテナになっている。
アンテナエレメント20の大きさや数は解析能に影響を与え、要求される精度に合せて設定する。
本実施例では、a=30mm,b=30mmのアンテナエレメント20を中心間距離c=35mmのピッチで上下左右8×8=64素子の配置例になっている。
また、アンテナエレメント20を内蔵した送受信アンテナ11,12のコンクリート壁面に重ねる部分の材質はコンクリートのインピーダンスに概ね合せてある。
送受信制御手段として、パソコン等からなる制御部14に制御された電磁波発生器13より準マイクロ波を発生させ、送信アンテナ11の2次元アレイを構成する各アンテナエレメントに順次印可する。
これに同期して、対向する受信アンテナの二次元アレイを構成するアンテナエレメント20により1つずつ透過波の強度と位相を計測器15にて計測する。
また、同時に反射波の反射度と位相も計測する。
計測に用いる電磁波は、複数の準マイクロ波(1.0〜3.0GHz)を用いるのがよく、本実施例では1.8,2.1,2.4GHzの周波数を用いた。
計測したデータに基づいて内部品質解析手段としての解析部16にて内部品質を解析する。
なお、計測を開始する前に送信アンテナからマーカー信号を発信し、これを受けた対向する受信アンテナのアンテナエレメントの位置座標に基づいて予め対向する一対のアンテナエレメント20を検出しておくのがよい。
また、図1に示した装置の構成例では、送受信アンテナの信号をケーブルで伝送する構成例になっているが、ケーブル接続できない例えは高所検査等の場合には、通信用の無線電波回線を用いることができる。
The structural example of the inspection apparatus 10 inside the concrete which concerns on this invention is shown.
The transmitting antenna 11 is disposed so as to overlap with one wall surface of the concrete wall 1, and the receiving antenna 12 is disposed so as to overlap with the other wall surface.
As shown in FIG. 2, the transmission / reception antennas 11 and 12 are two-dimensional array antennas in which a plurality of antenna elements 20 are vertically and horizontally arranged in a matrix.
The size and number of the antenna elements 20 affect the analysis performance and are set according to the required accuracy.
In this embodiment, the antenna elements 20 having a = 30 mm and b = 30 mm are arranged in the form of 8 × 8 = 64 elements in the vertical and horizontal directions at a pitch of the center distance c = 35 mm.
In addition, the material of the portion of the transmitting / receiving antennas 11 and 12 with the built-in antenna element 20 that overlaps the concrete wall surface is generally matched to the impedance of the concrete.
As a transmission / reception control means, a quasi-microwave is generated from an electromagnetic wave generator 13 controlled by a control unit 14 such as a personal computer, and sequentially applied to each antenna element constituting a two-dimensional array of transmission antennas 11.
In synchronization with this, the intensity and phase of the transmitted wave are measured by the measuring instrument 15 one by one by the antenna element 20 constituting the two-dimensional array of the receiving antennas facing each other.
At the same time, the reflectivity and phase of the reflected wave are also measured.
As the electromagnetic wave used for measurement, a plurality of quasi-microwaves (1.0 to 3.0 GHz) are preferably used, and in this embodiment, frequencies of 1.8, 2.1, and 2.4 GHz are used.
Based on the measured data, the internal quality is analyzed by the analysis unit 16 as internal quality analysis means.
Before starting the measurement, it is preferable to transmit a marker signal from the transmitting antenna and detect a pair of opposing antenna elements 20 in advance based on the position coordinates of the antenna elements of the opposing receiving antenna receiving the marker signal. .
In addition, in the configuration example of the apparatus shown in FIG. 1, the transmission / reception antenna signal is transmitted by a cable. Can be used.

上記送受信アンテナ11,12を用いてコンクリートの内部品質を検査した実施例を図3に示す。
図3(a)は対象となるコンクリート壁の平面図で、図3(b)は側面透視図である。
コンクリート壁1は試験的に製作したものであり、φ19mm鉄筋2,3,4及び空洞の例としてφ35mm塩ビ管5を埋設してある。
図3に断面A及び面Bの測定結果を示す。
断面Aの測定結果のグラフにおいて、横軸はコンクリート壁1の左端からの距離を示し、単位はcmである。
縦軸は受信アンテナで受信した透過電波強度を示し、単位はdBである。
グラフ中、アンテナA,Bは、本発明に係るアレイアンテナの例を示す。但しコンクリートとのインピーダンスを合わせてない例である。
市販無線LANアンテナは、株式会社ナテック社製PA2409Aで、それぞれのアンテナを用い、周波数2.4GHzで測定したデータである。
鉄筋や塩ビ管を検知すると透過電波強度が相対的に下がっているのが分かり、検知能力はアンテナA,Bの方が市販品より高い。
面Bの測定結果は、本発明に係るアレイアンテナをコンクリートの壁面Bに当て、反対側の壁面で受信した2次元の電波強度分布を示す。
黒い部分が、透過電波強度の弱い部分を示し、鉄筋3,4を検知しているのが分かる。
これにより、コンクリートの内部品質を検査できることが実証できた。
FIG. 3 shows an embodiment in which the internal quality of concrete is inspected using the transmission / reception antennas 11 and 12.
FIG. 3A is a plan view of a target concrete wall, and FIG. 3B is a side perspective view.
The concrete wall 1 is manufactured on a trial basis, and has a φ35 mm PVC pipe 5 embedded as an example of φ19 mm rebars 2, 3, and 4 and a cavity.
FIG. 3 shows the measurement results of the cross section A and the surface B.
In the graph of the measurement result of the cross section A, the horizontal axis indicates the distance from the left end of the concrete wall 1 and the unit is cm.
The vertical axis represents the transmitted radio wave intensity received by the receiving antenna, and the unit is dB.
In the graph, antennas A and B are examples of the array antenna according to the present invention. However, this is an example in which the impedance with concrete is not matched.
Commercially available wireless LAN antennas are data measured at a frequency of 2.4 GHz using PA2409A manufactured by Natec Co., Ltd.
When a reinforcing bar or a PVC pipe is detected, it can be seen that the intensity of the transmitted radio wave is relatively lowered, and the detection ability of the antennas A and B is higher than that of a commercially available product.
The measurement result of the surface B shows a two-dimensional radio wave intensity distribution received by the opposite wall surface when the array antenna according to the present invention is applied to the wall surface B of the concrete.
A black part shows a part with weak transmitted radio wave intensity, and it can be seen that the reinforcing bars 3 and 4 are detected.
This proved that the internal quality of the concrete could be inspected.

1 コンクリート壁
2 鉄筋
5 塩ビ管
10 検査装置
11 送信アンテナ
12 受信アンテナ
13 電磁波発生器
14 制御部
15 計測器
16 解析部
DESCRIPTION OF SYMBOLS 1 Concrete wall 2 Reinforcing bar 5 PVC pipe 10 Inspection apparatus 11 Transmission antenna 12 Reception antenna 13 Electromagnetic wave generator 14 Control part 15 Measuring instrument 16 Analysis part

Claims (4)

内部品質を検査する対象となるコンクリート壁の一方の壁面に配置する送信アンテナと、他方の壁面に配置する受信アンテナとを備え、
送信アンテナ及び受信アンテナは複数のアンテナエレメントをマトリックス状に配置したアレイアンテナになっていて、
送信アンテナと受信アンテナとをコンクリート壁の両側に概ね対向配置し、
当該送受信アンテナ間に電磁波を送受信する送受信制御手段と、透過特性又は/及び反射特性を計測し、内部品質を解析する内部品質解析手段とを有することを特徴とするコンクリートの内部検査装置。
A transmission antenna disposed on one wall surface of a concrete wall to be inspected for internal quality, and a reception antenna disposed on the other wall surface;
The transmitting antenna and the receiving antenna are array antennas in which a plurality of antenna elements are arranged in a matrix,
The transmitting antenna and the receiving antenna are generally arranged opposite to each side of the concrete wall,
An internal inspection apparatus for concrete, comprising: transmission / reception control means for transmitting / receiving electromagnetic waves between the transmission / reception antennas; and internal quality analysis means for measuring transmission characteristics and / or reflection characteristics and analyzing internal quality.
送信アレイアンテナは、アンテナエレメントからマーカー信号を送信し、このマーカー信号を受信した受信アレイアンテナのアンテナエレメントを検出し、対向するアンテナエレメントを自動検出するための対向アンテナエレメント自動検出手段を有していることを特徴とする請求項1記載のコンクリートの内部検査装置。   The transmitting array antenna has a counter antenna element automatic detecting means for transmitting a marker signal from the antenna element, detecting the antenna element of the receiving array antenna that has received the marker signal, and automatically detecting the opposing antenna element. The concrete internal inspection device according to claim 1, wherein: 送受信アレイアンテナのアンテナエレメントは、水平偏波と垂直偏波との少なくとも二方向の偏波を送受信可能になっていることを特徴とする請求項1、又は2記載のコンクリートの内部検査装置。   3. The concrete internal inspection apparatus according to claim 1, wherein the antenna element of the transmission / reception array antenna is capable of transmitting / receiving polarized waves in at least two directions of horizontal polarization and vertical polarization. 送信アレイアンテナの送信面はコンクリート壁面に概ね密着可能になっているともに、当該送信面を形成する材質のインピーダンスがコンクリートのインピーダンスに概ね一致していることを特徴とする請求項1〜3のいずれかに記載のコンクリートの内部検査装置。   4. The transmitting array antenna according to claim 1, wherein the transmitting surface of the transmitting array antenna is substantially in close contact with the concrete wall surface, and the impedance of the material forming the transmitting surface substantially matches the impedance of the concrete. Cranic internal inspection device.
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