JP2017223633A5 - - Google Patents

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JP2017223633A5
JP2017223633A5 JP2016121265A JP2016121265A JP2017223633A5 JP 2017223633 A5 JP2017223633 A5 JP 2017223633A5 JP 2016121265 A JP2016121265 A JP 2016121265A JP 2016121265 A JP2016121265 A JP 2016121265A JP 2017223633 A5 JP2017223633 A5 JP 2017223633A5
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Prior art keywords
eddy current
magnetic sensor
reinforcing bar
concrete panel
type magnetic
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JP2016121265A
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JP6520837B2 (en
JP2017223633A (en
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このように、鉄筋状態測定装置100は、渦電流式磁気センサ31a、31bの出力変換値χa、χbに基づいて渦電流式磁気センサ31a、31bのそれぞれが主筋2の真上に位置しているか否かを判定できる。そのため、測定装置30がコンクリートパネル1の一端(例えば−Y側端部)から他端(例えば+Y側端部)に相対移動する間に、渦電流式磁気センサ31a、31bの双方が同時に主筋2の真上に位置していると判定した回数を、コンクリートパネル1の移動方向に沿って埋設されている主筋2の本数として導き出すことができる。図8の例では、鉄筋状態測定装置100は、測定装置30が時刻T1での位置から時刻T5での位置まで移動する間に、渦電流式磁気センサ31a、31bの双方が同時に主筋2の真上に位置していると判定した回数(2回)を、主筋2の本数(2本)として導き出すことができる。
As described above, the reinforcing bar state measuring apparatus 100 determines whether each of the eddy current type magnetic sensors 31a and 31b is located directly above the main bar 2 based on the output conversion values χa and χb of the eddy current type magnetic sensors 31a and 31b. You can determine whether or not. Therefore, both of the eddy current type magnetic sensors 31a and 31b are simultaneously used as the main reinforcement 2 while the measuring device 30 is relatively moved from one end (for example, −Y side end) of the concrete panel 1 to the other end (for example, + Y side end). The number of times that it is determined that the position is located directly above can be derived as the number of main bars 2 embedded along the moving direction of the concrete panel 1 . In the example of FIG. 8, the reinforcing bar state measuring device 100 has both the eddy current type magnetic sensors 31 a and 31 b at the same time that the main muscle 2 is true while the measuring device 30 moves from the position at time T 1 to the position at time T 5. The number of times determined to be located (2 times) can be derived as the number of main muscles 2 (2).

Claims (8)

コンクリートパネル内に埋設された鉄筋の状態を測定する装置であって、
渦電流式磁気センサと、
前記コンクリートパネルに対して前記渦電流式磁気センサを相対的に移動させる運動機構と、
前記渦電流式磁気センサの出力を対数変換する対数変換器と、
を備える装置。
A device for measuring the state of a reinforcing bar embedded in a concrete panel,
An eddy current magnetic sensor;
A movement mechanism for moving the eddy current type magnetic sensor relative to the concrete panel;
A logarithmic converter for logarithmically converting the output of the eddy current magnetic sensor;
A device comprising:
前記運動機構は、
前記コンクリートパネルを第1方向に移動させる第1運動機構と、
前記第1方向に垂直な第2方向に前記渦電流式磁気センサを往復動させる第2運動機構と、を備える、
請求項1に記載の装置。
The movement mechanism is
A first motion mechanism for moving the concrete panel in a first direction;
A second motion mechanism that reciprocates the eddy current magnetic sensor in a second direction perpendicular to the first direction,
The apparatus of claim 1.
前記渦電流式磁気センサは、前記コンクリートパネルの移動方向において間隔を空けて配置される少なくとも2つの渦電流式磁気センサで構成される、
請求項1又は2に記載の装置。
The eddy current type magnetic sensor is composed of at least two eddy current type magnetic sensors arranged at intervals in the moving direction of the concrete panel.
The apparatus according to claim 1 or 2.
コンクリートパネル内に埋設された鉄筋の状態を測定する装置によって鉄筋の状態を測定する方法であって、
前記コンクリートパネルの腹面から所定の距離のところに渦電流式磁気センサを位置付ける工程と、
前記所定の距離を維持しながら前記コンクリートパネルに対して前記渦電流式磁気センサを相対的に移動させる工程と、
前記渦電流式磁気センサの出力を対数変換して出力変換値を生成する工程と、
前記出力変換値に基づいて前記鉄筋の状態を測定する工程と、
を有する方法。
A method for measuring the state of a reinforcing bar by a device for measuring the state of the reinforcing bar embedded in a concrete panel,
Positioning an eddy current magnetic sensor at a predetermined distance from the abdominal surface of the concrete panel;
Moving the eddy current magnetic sensor relative to the concrete panel while maintaining the predetermined distance;
Logarithmically converting the output of the eddy current magnetic sensor to generate an output conversion value;
Measuring the state of the reinforcing bar based on the output conversion value;
Having a method.
前記相対的に移動させる工程は、
前記コンクリートパネルを第1方向に移動させる工程と、
前記第1方向に垂直な第2方向に前記渦電流式磁気センサを往復動させる工程と、を有する、
請求項4に記載の方法。
The relatively moving step includes:
Moving the concrete panel in a first direction;
Reciprocating the eddy current type magnetic sensor in a second direction perpendicular to the first direction.
The method of claim 4.
前記鉄筋の状態を測定する工程では、前記渦電流式磁気センサの下に前記鉄筋が存在するか否かを判定し、且つ/或いは、前記鉄筋のかぶり厚を測定する、
請求項4又は5に記載の方法。
In the step of measuring the state of the reinforcing bar, it is determined whether or not the reinforcing bar exists under the eddy current type magnetic sensor and / or the cover thickness of the reinforcing bar is measured.
The method according to claim 4 or 5.
前記渦電流式磁気センサは、前記コンクリートパネルの移動方向において間隔を空けて配置される少なくとも2つの渦電流式磁気センサで構成され、
前記鉄筋の状態を測定する工程では、前記少なくとも2つの渦電流式磁気センサの出力を対数変換した出力変換値のそれぞれを加算した値から前記鉄筋の状態を測定する、
請求項4乃至6の何れかに記載の方法。
The eddy current type magnetic sensor is composed of at least two eddy current type magnetic sensors arranged at intervals in the moving direction of the concrete panel,
In the step of measuring the state of the reinforcing bar, the state of the reinforcing bar is measured from a value obtained by adding each of the output conversion values obtained by logarithmically converting the outputs of the at least two eddy current magnetic sensors.
The method according to claim 4.
前記渦電流式磁気センサは、前記コンクリートパネルの移動方向において間隔を空けて配置される少なくとも2つの渦電流式磁気センサで構成され、
前記鉄筋の状態を測定する工程では、前記少なくとも2つの渦電流式磁気センサの出力を対数変換した出力変換値のそれぞれが同時に所定の閾値以上となった回数から前記鉄筋のうちの前記コンクリートパネルの移動方向に沿って埋設されている主筋の本数を導き出す、
請求項4乃至6の何れかに記載の方法。
The eddy current type magnetic sensor is composed of at least two eddy current type magnetic sensors arranged at intervals in the moving direction of the concrete panel,
In the step of measuring the state of the reinforcing bar, from the number of times each of the output conversion values obtained by logarithmically converting the outputs of the at least two eddy current type magnetic sensors simultaneously exceeds a predetermined threshold, the concrete panel of the reinforcing bar Deriving the number of main muscles embedded along the direction of movement ,
The method according to claim 4.
JP2016121265A 2016-06-17 2016-06-17 Apparatus and method for measuring the condition of reinforcing bars embedded in a concrete panel Active JP6520837B2 (en)

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JP2017223633A5 true JP2017223633A5 (en) 2018-07-05
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WO2020013321A1 (en) * 2018-07-13 2020-01-16 株式会社ブリヂストン State detection device, state detection system, and state detection method
CN109579679B (en) * 2018-11-13 2024-03-05 中建安装工程有限公司 Half grout sleeve reinforcing bar anchor length detection device
CN109387141B (en) * 2018-11-13 2024-03-08 中建安装工程有限公司 Full grouting sleeve steel bar anchoring length detection device
JP7194379B2 (en) * 2019-03-28 2022-12-22 大和ハウス工業株式会社 Cover dimension measuring tool

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JPS59210305A (en) * 1983-05-16 1984-11-29 Matsushita Electric Ind Co Ltd Displacement measuring device
JP2651003B2 (en) * 1989-02-18 1997-09-10 古河電気工業株式会社 Eddy current displacement sensor
JPH07208906A (en) * 1994-01-19 1995-08-11 Amada Co Ltd Amplification circuit of eddy current sensor
JPH0861949A (en) * 1994-08-24 1996-03-08 Speedfam Co Ltd Surface contour measuring device for surface plate and polishing pad
JP5017038B2 (en) * 2007-09-26 2012-09-05 株式会社日立製作所 Eddy current inspection apparatus and eddy current inspection method
JP2009216627A (en) * 2008-03-12 2009-09-24 Sumitomo Metal Mining Siporex Kk Inspection apparatus and inspection method for reinforcing bar covering depth of alc panel
JP5146673B2 (en) * 2008-08-19 2013-02-20 住友金属鉱山シポレックス株式会社 ALC panel main bar cover thickness inspection method

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