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JP6833626B2 - Measuring device and measuring method - Google Patents
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JP6833626B2 - Measuring device and measuring method - Google Patents

Measuring device and measuring method Download PDF

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JP6833626B2
JP6833626B2 JP2017113146A JP2017113146A JP6833626B2 JP 6833626 B2 JP6833626 B2 JP 6833626B2 JP 2017113146 A JP2017113146 A JP 2017113146A JP 2017113146 A JP2017113146 A JP 2017113146A JP 6833626 B2 JP6833626 B2 JP 6833626B2
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真悟 峯田
真悟 峯田
翔太 大木
翔太 大木
水沼 守
守 水沼
東 康弘
康弘 東
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NTT Inc
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Description

本発明は、土壌含水率と土壌中での金属の腐食速度を測定する技術に関する。 The present invention relates to a technique for measuring soil moisture content and metal corrosion rate in soil.

鋼管柱、支持アンカ、配管などのインフラ設備に代表されるように、様々な金属構造物が、全体または一部を地中に埋設された状態で利用されている。金属構造物は、土壌に接するために腐食し、経過年数とともに劣化していく。 Various metal structures are used in a state of being buried in the ground in whole or in part, as represented by infrastructure equipment such as steel pipe columns, support anchors, and pipes. Metal structures corrode due to contact with soil and deteriorate over time.

土壌腐食による劣化度合いは、土壌の種類や性質、金属構造物の構造や埋設状態および気象条件によって著しく異なる。土壌腐食に影響を及ぼす因子としては、土壌の種類、温度、pH、比抵抗、含水率、可溶性塩類濃度、酸素濃度、ガス類、バクテリア活動など、数多く挙げられる(非特許文献1,2)。 The degree of deterioration due to soil corrosion varies significantly depending on the type and properties of soil, the structure and burial conditions of metal structures, and meteorological conditions. Factors that affect soil corrosion include soil type, temperature, pH, resistivity, water content, soluble salt concentration, oxygen concentration, gases, bacterial activity, and many other factors (Non-Patent Documents 1 and 2).

ここで、土壌環境は、固相である土粒子と、その間隙を占める水と気体の3相で構成される。腐食反応には水と水中の溶存酸素が必要であることを考えると、特に土壌含水率が土壌腐食の支配因子と言える。そのため、土壌含水率と土壌中に存在する金属の腐食速度の定量的関係を明らかにすることは、土壌腐食のメカニズム解明に重要である。 Here, the soil environment is composed of three phases of soil particles, which are solid phases, and water and gas, which occupy the gaps between them. Considering that water and dissolved oxygen in water are required for the corrosion reaction, it can be said that the soil moisture content is the dominant factor of soil corrosion. Therefore, it is important to elucidate the mechanism of soil corrosion to clarify the quantitative relationship between the soil moisture content and the corrosion rate of metals existing in the soil.

土壌含水率の測定方法としては、TDR(Time Domain Reflectometry)法、ADR(Amplitude Domain Reflectometry)法、テンシオメータ法がある。水の誘電率は、土粒子と比較して非常に高いため、土壌の誘電率が水の量に応じて変化する。TDR法およびADR法は、誘電率と含水率の関係を予め調べておき、誘電率を測定することで土壌含水率に変換する。TDR法もADR法も金属製の電極棒(センサ)を土壌中に埋めて計測を行う。また、テンシオメータ法は、ポーラスカップと呼ばれる素焼きのカップを土壌中に埋めて計測を行う方法である。テンシオメータ内の容器を水で満たした状態で埋めると、土壌の乾燥状態に応じて容器内の水が土壌にしみ込み容器内が負圧になるため、このときの圧力から土壌含水率を求めることができる。 As a method for measuring soil moisture content, there are a TDR (Time Domain Reflectometry) method, an ADR (Amplitude Domain Reflectometry) method, and a tensiometer method. Since the permittivity of water is much higher than that of soil particles, the permittivity of soil changes according to the amount of water. In the TDR method and the ADR method, the relationship between the dielectric constant and the moisture content is investigated in advance, and the dielectric constant is measured to convert it into the soil moisture content. Both the TDR method and the ADR method measure by burying a metal electrode rod (sensor) in the soil. The tensiometer method is a method in which a unglazed cup called a porous cup is buried in soil for measurement. When the container in the tensiometer is filled with water, the water in the container soaks into the soil and the pressure inside the container becomes negative depending on the dry state of the soil. Therefore, the soil moisture content should be calculated from the pressure at this time. Can be done.

一方、腐食速度の測定方法は、水溶液中に暴露された金属の場合において確立されている。一般的には、対象とする金属を試料電極として水溶液中に暴露し、試料電極と参照電極(例えば、Ag/AgCl電極)との間の電位差を所定の値に保ち、試料電極と対極(試料電極および参照電極以外の任意の電極)との間に流れる電流応答を測定する方法が用いられる。この方法は、電気化学インピーダンス測定法と呼ばれる。 On the other hand, a method for measuring the corrosion rate has been established in the case of metals exposed in an aqueous solution. Generally, the target metal is exposed to an aqueous solution as a sample electrode, the potential difference between the sample electrode and the reference electrode (for example, Ag / AgCl electrode) is maintained at a predetermined value, and the sample electrode and the counter electrode (sample). A method of measuring the current response flowing between the electrode and any electrode other than the reference electrode) is used. This method is called an electrochemical impedance measurement method.

この方法で試料極の腐食速度を求める場合、腐食反応を電気回路的にモデル化した等価回路を決めておく必要がある。例えば、試料電極の金属と水溶液との界面では、水溶液中のイオンが電気二重層を形成するため、等価回路上はコンデンサのような容量成分として機能する。また、試料電極の金属表面から金属原子が陽イオンとして溶出する腐食反応に対する抵抗と、水溶液中の陽イオンが水溶液中で移動する際に受ける電気抵抗(水溶液内の抵抗)が存在する。前者は分極抵抗、後者は溶液抵抗と呼ばれており、水溶液中での試料電極における金属の腐食反応をモデル化すると、図12に示す等価回路として近似で記述できることが知られている(非特許文献3)。つまり、水溶液中における試料電極の腐食反応を表す回路は、分極抵抗Rと電気二重層容量Cdlの並列結合に溶液抵抗Rを直列に結合した回路で近似される。 When determining the corrosion rate of the sample electrode by this method, it is necessary to determine an equivalent circuit that models the corrosion reaction in an electric circuit. For example, at the interface between the metal of the sample electrode and the aqueous solution, the ions in the aqueous solution form an electric double layer, so that the sample electrode functions as a capacitance component like a capacitor on the equivalent circuit. In addition, there is resistance to a corrosion reaction in which metal atoms are eluted as cations from the metal surface of the sample electrode, and electrical resistance (resistance in the aqueous solution) received when the cations in the aqueous solution move in the aqueous solution. The former is called polarization resistance, and the latter is called solution resistance. It is known that if the corrosion reaction of a metal in a sample electrode in an aqueous solution is modeled, it can be approximated as an equivalent circuit shown in FIG. 12 (non-patented). Document 3). That is, the circuit representing the corrosion reaction of the sample electrode in the aqueous solution is approximated by a circuit in which the solution resistance R s is connected in series to the parallel coupling of the polarization resistance R p and the electric double layer capacitance C dl.

分極抵抗は腐食により金属の原子が陽イオンとして溶出する際の抵抗であるから、その逆数が腐食速度に比例する。金属のイオン価数が既知の場合、所定の電圧を印加した際の分極抵抗と電圧値の関係から電流値を計算することができ、この電流値が腐食速度に相当する。 Since the polarization resistance is the resistance when metal atoms are eluted as cations due to corrosion, the reciprocal of the polarization resistance is proportional to the corrosion rate. When the ionic valence of the metal is known, the current value can be calculated from the relationship between the polarization resistance and the voltage value when a predetermined voltage is applied, and this current value corresponds to the corrosion rate.

従って、対象とする金属の試料電極、参照電極および対極を水溶液中に暴露し、試料電極と参照電極間の電圧と、試料極と対極間に流れる電流とを測定しながら、所定の電圧または電流を印加した際の電気的応答から、図12に示した等価回路に基づいて分極抵抗を求めることができる。また、求めた分極抵抗から腐食速度を求めることができる。なお、印加する電圧または電流が直流の場合を直流分極抵抗法、交流の場合を交流インピーダンス測定法と呼ぶ。 Therefore, the sample electrode, the reference electrode, and the counter electrode of the target metal are exposed to the aqueous solution, and the predetermined voltage or current is measured while measuring the voltage between the sample electrode and the reference electrode and the current flowing between the sample electrode and the counter electrode. From the electrical response when is applied, the polarization resistance can be obtained based on the equivalent circuit shown in FIG. Moreover, the corrosion rate can be obtained from the obtained polarization resistance. The case where the applied voltage or current is DC is called the DC polarization resistance method, and the case where the applied voltage or current is AC is called the AC impedance measurement method.

門井守夫、外2名、“金属材料の土壌腐食についての研究(第1報)”、防蝕技術、Vol.16、No.6、1967年、p.10-p.18Morio Kadoi, 2 outsiders, "Study on Soil Corrosion of Metallic Materials (1st Report)", Corrosion Protection Technology, Vol.16, No.6, 1967, p.10-p.18 宮田義一、外1名、“電気化学的手法を中心とした土壌腐食計測(その2)”、材料と環境、Vol.46、1997年、p.610-p.619Yoshikazu Miyata, 1 outsider, "Soil Corrosion Measurement Focusing on Electrochemical Methods (Part 2)", Materials and Environment, Vol.46, 1997, p.610-p.619 澤田孝、外3名、“電気通信用の構造物や装置に対する腐食防食技術の研究”、NTT技術ジャーナル、2010年11月、p.32-p.36Takashi Sawada, 3 outsiders, "Research on Corrosion Protection Technology for Structures and Equipment for Telecommunications", NTT Technical Journal, November 2010, p.32-p.36 米田稔、外3名、“インピーダンス測定法による一定温度下でのカラム内水分物質移動の実時間測定”、土木学会論文集、Vol.11、No.579、1997年11月、p.1-p.14Minoru Yoneda, 3 outsiders, "Real-time measurement of moisture mass transfer in a column under a constant temperature by impedance measurement method", JSCE Proceedings, Vol.11, No.579, November 1997, p.1- p.14 松村卓郎、外2名、“7年間海岸に暴露した鉄筋コンクリート試験体への交流インピーダンス法を用いた鉄筋腐食検査手法の適用”、材料、Vol.51、2002年5月、p.581-p.586Takuro Matsumura, 2 outsiders, "Application of Reinforced Corrosion Inspection Method Using AC Impedance Method to Reinforced Concrete Specimens Exposed to the Coast for 7 Years", Materials, Vol.51, May 2002, p.581-p. 586

それゆえ、土壌含水率と土壌内の金属の腐食速度の定量的関係を調査するための方法としては、例えば、前述の土壌含水率を計測するためのセンサ、および、腐食速度を求めるために対象の金属(試料電極)、参照電極、ならびに、対極をそれぞれ埋設し、センサで土壌含水率を計測するとともに、電気化学インピーダンス測定法を用いて腐食速度を計測する方法が考えられる。 Therefore, as a method for investigating the quantitative relationship between the soil water content and the corrosion rate of metals in the soil, for example, the above-mentioned sensor for measuring the soil water content and a target for obtaining the corrosion rate are used. A method is conceivable in which the metal (sample electrode), the reference electrode, and the counter electrode are each embedded, the soil water content is measured by a sensor, and the corrosion rate is measured by using an electrochemical impedance measurement method.

しかし、この方法は複数の電極およびセンサを埋設する必要があるため、水溶液中と比べて作業性が著しく低い土壌環境には適していない。また、土壌は土粒子と水と気体の3相で構成されているため、水溶液のみを考慮した従来の等価回路を用いて分極抵抗を求めるのは適切でない。 However, since this method requires burying a plurality of electrodes and sensors, it is not suitable for a soil environment in which workability is significantly lower than that in an aqueous solution. In addition, since soil is composed of three phases of soil particles, water, and gas, it is not appropriate to obtain polarization resistance using a conventional equivalent circuit that considers only an aqueous solution.

本発明は、上記事情を鑑みてなされたものであり、土壌含水率および土壌中での金属の腐食速度を簡便に測定することを目的とする。 The present invention has been made in view of the above circumstances, and an object of the present invention is to easily measure the soil water content and the corrosion rate of metals in soil.

以上の課題を解決するため、請求項1に係る測定装置は、互いに絶縁された同種の2つの金属を腐食対象の金属かつ測定用の電極として備えるセンサ部と、前記2つの金属の間に電圧または電流を交流で印加して交流インピーダンス測定を行う測定部と、前記交流インピーダンス測定による電気的応答データを用いて、所定の等価回路に基づき、土壌内での前記金属の腐食反応に対する抵抗を示す分極抵抗と、土壌内の抵抗を示す溶液抵抗とを算出し、前記分極抵抗と前記溶液抵抗の各逆数から土壌内での前記金属の腐食速度と土壌含水率をそれぞれ算出する計算部と、を備え、前記2つの金属は、筐体に覆われ、前記筐体から露出した平面の露出面をそれぞれ有し、互いの露出面が所定の間隔をあけて対向するように配置されていることを特徴とする。 In order to solve the above problems, the measuring device according to claim 1 has a voltage between a sensor unit provided with two metals of the same type insulated from each other as a metal to be corroded and an electrode for measurement, and the two metals. Alternatively, the resistance to the corrosion reaction of the metal in the soil is shown based on a predetermined equivalent circuit by using a measuring unit that applies an electric current as an AC to measure the AC impedance and the electrical response data obtained by the AC impedance measurement. and polarization resistance is calculated with a solution shows the resistance in the soil resistance, the a calculator for calculating the polarization resistance and the solution resistance of the corrosion rate and the soil moisture content of metals in the soil from each reciprocal respectively, the The two metals are covered with a housing, each has a flat exposed surface exposed from the housing, and the exposed surfaces are arranged so as to face each other at a predetermined distance. It is a feature.

請求項に係る測定方法は、測定部が、土壌内に埋設され、腐食対象の金属かつ測定用の電極として用いる互いに絶縁された同種の2つの金属の間に電圧または電流を交流で印加して交流インピーダンス測定を行う手順と、計算部が、前記交流インピーダンス測定による電気的応答データを用いて、所定の等価回路に基づき、土壌内での前記金属の腐食反応に対する抵抗を示す分極抵抗と、土壌内の抵抗を示す溶液抵抗とを算出する手順と、計算部が、前記分極抵抗と前記溶液抵抗の各逆数から土壌内での前記金属の腐食速度と土壌含水率をそれぞれ算出する手順と、を行い、前記2つの金属は、筐体に覆われ、前記筐体から露出した平面の露出面をそれぞれ有し、互いの露出面が所定の間隔をあけて対向するように配置されていることを特徴とする。 In the measuring method according to claim 2 , the measuring part is buried in the soil, and a voltage or a current is applied by alternating current between two metals of the same type that are embedded in the soil and are insulated from each other and used as electrodes for measurement. The procedure for measuring the AC impedance and the polarization resistance that the calculation unit indicates the resistance to the corrosion reaction of the metal in the soil based on the predetermined equivalent circuit using the electrical response data from the AC impedance measurement. A procedure for calculating the solution resistance indicating resistance in the soil, a procedure for the calculation unit to calculate the corrosion rate of the metal in the soil and the soil water content from the inverses of the polarization resistance and the solution resistance, respectively. The two metals are covered with a housing, each has a flat exposed surface exposed from the housing, and the exposed surfaces are arranged so as to face each other at a predetermined interval. It is characterized by.

請求項に係る測定方法は、請求項に記載の測定方法において、前記等価回路は、土壌内での前記金属の腐食反応に対する抵抗を示す分極抵抗と、前記金属と土壌の界面に形成される電気二重層容量と、土壌内の抵抗を示す溶液抵抗と、土壌内に形成される土壌容量とで構成されることを特徴とする。 The measuring method according to claim 3 is the measuring method according to claim 2 , wherein the equivalent circuit is formed at the interface between the metal and the soil and the polarization resistance showing the resistance to the corrosion reaction of the metal in the soil. It is characterized in that it is composed of an electric double layer capacity, a solution resistance indicating resistance in soil, and a soil capacity formed in soil.

請求項に係る測定方法は、請求項に記載の測定方法において、前記等価回路は、前記分極抵抗と前記電気二重層容量を並列接続した2つの並列回路に前記溶液抵抗を直列接続した直列回路の両端に前記土壌容量を並列接続した回路であることを特徴とする。 The measuring method according to claim 4 is the measuring method according to claim 3 , wherein the equivalent circuit is a series in which the solution resistance is connected in series to two parallel circuits in which the polarization resistance and the electric double layer capacitance are connected in parallel. The circuit is characterized in that the soil capacity is connected in parallel at both ends of the circuit.

本発明によれば、土壌含水率および土壌中での金属の腐食速度を簡便に一度に測定することができる。また、土壌含水率および土壌中での金属の腐食速度を簡便に一度に測定可能な測定装置とその測定方法を提供することができる。 According to the present invention, the soil water content and the corrosion rate of metals in the soil can be easily measured at one time. Further, it is possible to provide a measuring device and a measuring method thereof that can easily measure the soil water content and the corrosion rate of metal in the soil at one time.

測定装置の構成を示す図である。It is a figure which shows the structure of the measuring apparatus. センサ部の側面の断面および金属の腐食進行の様子を示す図である。It is a figure which shows the cross section of the side surface of a sensor part, and the state of corrosion progress of metal. センサ部の側面の断面を示す図である。It is a figure which shows the cross section of the side surface of a sensor part. センサ部の側面の断面(a)および下面(b)を示す図である。It is a figure which shows the cross section (a) and the lower surface (b) of the side surface of a sensor part. センサ部の側面の断面(a)および下面(b)を示す図である。It is a figure which shows the cross section (a) and the lower surface (b) of the side surface of a sensor part. センサ部の側面の断面(a)および下面(b)を示す図である。It is a figure which shows the cross section (a) and the lower surface (b) of the side surface of a sensor part. センサ部の側面(a)および上面の断面(b)を示す図である。It is a figure which shows the side surface (a) and the cross section (b) of the upper surface of a sensor part. 土壌含水率と腐食速度の測定手順を示す図である。It is a figure which shows the measurement procedure of soil moisture content and corrosion rate. Nyquist線図の例を示す図である。It is a figure which shows the example of the Nyquist diagram. 土壌中での金属の腐食反応を含む構成に対応する等価回路を示す図である。It is a figure which shows the equivalent circuit corresponding to the structure including the corrosion reaction of metal in soil. 溶液抵抗の逆数と土壌含水率の関係を示す図である。It is a figure which shows the relationship between the reciprocal of solution resistance and soil moisture content. 水溶液中での金属の腐食反応を含む構成に対応する等価回路を示す図である。It is a figure which shows the equivalent circuit corresponding to the structure including the corrosion reaction of a metal in an aqueous solution.

本発明は、土壌含水率および土壌中での金属の腐食速度を簡便に一度に測定すること、その測定を行う測定装置とその測定方法を提供することを目的とする。 An object of the present invention is to easily measure the soil water content and the corrosion rate of a metal in soil at one time, and to provide a measuring device for measuring the measurement and a measuring method thereof.

そのため、本発明に係る測定装置は、互いに絶縁された同種の2つの金属を腐食対象の金属かつ測定用の電極として備えるセンサ部と、前記2つの金属の間に電圧または電流を交流で印加して交流インピーダンス測定を行う測定部と、前記交流インピーダンス測定による電気的応答データを用いて、所定の等価回路に基づき、土壌内での前記金属の腐食反応に対する抵抗を示す分極抵抗と、土壌内の抵抗を示す溶液抵抗とを算出し、前記分極抵抗と前記溶液抵抗の各逆数から土壌内での前記金属の腐食速度と土壌含水率をそれぞれ算出する計算部と、を備えることを特徴とする。 Therefore, in the measuring device according to the present invention, a voltage or a current is applied by alternating current between a sensor unit provided with two metals of the same type insulated from each other as a metal to be corroded and an electrode for measurement, and the two metals. Using the measuring unit that measures the AC impedance and the electrical response data from the AC impedance measurement, the polarization resistance that indicates the resistance to the corrosion reaction of the metal in the soil and the polarization resistance in the soil are based on a predetermined equivalent circuit. It is characterized by including a calculation unit for calculating a solution resistance indicating resistance and calculating the corrosion rate of the metal and the soil water content in the soil from the inverses of the polarization resistance and the solution resistance.

また、本発明に係る測定方法は、測定部が、土壌内に埋設され、腐食対象の金属かつ測定用の電極として用いる互いに絶縁された同種の2つの金属の間に電圧または電流を交流で印加して交流インピーダンス測定を行う手順と、計算部が、前記交流インピーダンス測定による電気的応答データを用いて、所定の等価回路に基づき、土壌内での前記金属の腐食反応に対する抵抗を示す分極抵抗と、土壌内の抵抗を示す溶液抵抗とを算出する手順と、計算部が、前記分極抵抗と前記溶液抵抗の各逆数から土壌内での前記金属の腐食速度と土壌含水率をそれぞれ算出する手順と、を行うことを特徴とする。 Further, in the measuring method according to the present invention, the measuring part is embedded in the soil, and a voltage or a current is applied by alternating current between two metals of the same type that are embedded in the soil and are insulated from each other and used as electrodes for measurement. The procedure for measuring the AC impedance and the polarization resistance that the calculation unit shows the resistance to the corrosion reaction of the metal in the soil based on the predetermined equivalent circuit using the electrical response data from the AC impedance measurement. , A procedure for calculating the solution resistance indicating resistance in the soil, and a procedure for the calculation unit to calculate the corrosion rate of the metal in the soil and the soil water content from the inverses of the polarization resistance and the solution resistance, respectively. , Is characterized by doing.

すなわち、本発明によれば、腐食対象の金属かつ測定用の電極として用いる2つの金属からなる簡易な構成で1つのセンサ部を構成し、当該2つの金属を用いて交流インピーダンス測定を行い分極抵抗と溶液抵抗を算出し、当該分極抵抗と当該溶液抵抗の各逆数から土壌内での金属の腐食速度と土壌含水率をそれぞれ算出するという簡易な手法を採るので、土壌含水率および土壌中での金属の腐食速度を簡便に一度に測定することができる。 That is, according to the present invention, one sensor unit is composed of a simple structure consisting of a metal to be corroded and two metals used as electrodes for measurement, and AC impedance measurement is performed using the two metals to perform polarization resistance. And the solution resistance is calculated, and the metal corrosion rate and the soil water content in the soil are calculated from the inverses of the polarization resistance and the solution resistance, respectively. Therefore, the soil water content and the soil water content are calculated respectively. The corrosion rate of metal can be easily measured at one time.

以下、本発明の実施の形態について図を参照して説明する。本実施の形態に係る測定装置は、図1に示すように、センサ部1、測定部2、および、計算部3を備えて構成される。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. As shown in FIG. 1, the measuring device according to the present embodiment includes a sensor unit 1, a measuring unit 2, and a calculating unit 3.

センサ部1は、それぞれが互いに電気的に絶縁を保つように配置された同種の2つの金属11a,11bと、当該2つの金属11a,11bの各一面をそれぞれ大気に暴露した状態で固定してセンサ部全体を形成する樹脂からなる筐体12と、を備える。 The sensor unit 1 fixes two metals 11a and 11b of the same type, which are arranged so as to maintain electrical insulation from each other, and one surface of each of the two metals 11a and 11b in a state of being exposed to the atmosphere. A housing 12 made of resin that forms the entire sensor portion is provided.

測定部2は、センサ部1が備える同種の2つの金属11a,11bに個々の導線4a,4bを介してそれぞれ電気的に接続され、少なくとも交流インピーダンス測定(電気化学インピーダンス測定)を行う測定機能部を備える。当該測定機能部は、回路またはプログラムで構成され、2つの金属11a,11b間に電圧または電流を交流で印加してインピーダンスを測定する機能部である。 The measuring unit 2 is electrically connected to two metals 11a and 11b of the same type included in the sensor unit 1 via individual conducting wires 4a and 4b, respectively, and is a measuring function unit that performs at least AC impedance measurement (electrochemical impedance measurement). To be equipped. The measurement function unit is composed of a circuit or a program, and is a function unit that measures impedance by applying a voltage or current between two metals 11a and 11b by alternating current.

計算部3は、測定部2に電気ケーブル5を介して接続されており、測定部2から出力された測定結果の電気的応答データを記録する機能と、当該電気的応答データを用いて、所定の等価回路に基づき、分極抵抗および溶液抵抗をそれぞれ算出する機能と、当該分極抵抗および当該溶液抵抗の各逆数から土壌中での金属の腐食速度および土壌含水率をそれぞれ算出する機能と、記録した電気的応答データおよび算出した算出結果をモニタに表示する機能と、を備える。 The calculation unit 3 is connected to the measurement unit 2 via an electric cable 5, and is predetermined by using the function of recording the electrical response data of the measurement result output from the measurement unit 2 and the electrical response data. The function of calculating the polarization resistance and the solution resistance, respectively, and the function of calculating the corrosion rate of the metal in the soil and the soil water content from each inverse of the polarization resistance and the solution resistance were recorded. It has a function to display electrical response data and calculated calculation results on a monitor.

次に、センサ部1の構成および機能について具体的に説明する。 Next, the configuration and function of the sensor unit 1 will be specifically described.

本実施の形態に係るセンサ部1は、前述した通り、同種の2つの金属11a,11bを備える。当該2つの金属の種類は、特に制限しないが、土壌中の腐食速度を求めたい材料とすることが好ましい。例えば、一般的な構造用鋼材であるSS400、SPHC、ダクタイル鋳鉄材、ステンレス鋼などを用いる。本実施の形態において、当該2つの金属11a,11bは、それぞれ腐食対象の金属として機能することとなる。 As described above, the sensor unit 1 according to the present embodiment includes two metals 11a and 11b of the same type. The types of the two metals are not particularly limited, but it is preferable to use a material for which the corrosion rate in soil is to be determined. For example, general structural steel materials such as SS400, SPHC, ductile cast iron, and stainless steel are used. In the present embodiment, the two metals 11a and 11b each function as metals to be corroded.

また、センサ部1が備える同種の2つの金属11a,11bは、それぞれが電気的に絶縁を保つように配置されている。これは、本実施の形態では、分極抵抗を、2つの電極を用いた交流インピーダンス法によって測定するためである。すなわち、本実施の形態において、センサ部1が備える2つの金属11a,11bは、それぞれ、腐食対象の金属として機能するとともに、交流インピーダンス測定用の電極として機能することとなる。 Further, the two metals 11a and 11b of the same type included in the sensor unit 1 are arranged so as to maintain electrical insulation. This is because, in the present embodiment, the polarization resistance is measured by the AC impedance method using two electrodes. That is, in the present embodiment, the two metals 11a and 11b included in the sensor unit 1 each function as a metal to be corroded and also as an electrode for measuring AC impedance.

ここで、本実施の形態に係るセンサ部1において、同種である2つの金属11a,11bのそれぞれの形状や、当該2つの金属11a,11bの形状のうち土壌へ露出した部分の形状も特に制限しない。例えば、当該2つの金属の形状を互いに同一又は異にして立方体、円柱体としてもよい。また、例えば、土壌へ露出した露出部分の形状をそれぞれ平面としてもよい。これは、図2に示すように、例えば、一定の板厚を有する金属板を筐体12の絶縁樹脂中に埋没させ、露出する部分の表面を研磨することで露出面を平面加工することで実現する。露出面が平面であれば金属の露出面積を規定しやすくなり、分極抵抗および溶液抵抗の算出が容易になる。また、2つの金属の腐食が経時的に進行しても常に一定面積が露出するので、計算上の取り扱いが容易になる。さらに、2つの金属の露出面積を互いに同じにすれば、分極抵抗および溶液抵抗の算出もより容易になる。 Here, in the sensor unit 1 according to the present embodiment, the shapes of the two metals 11a and 11b of the same type and the shapes of the portions of the two metals 11a and 11b exposed to the soil are also particularly limited. do not do. For example, the shapes of the two metals may be the same or different from each other to form a cube or a cylinder. Further, for example, the shapes of the exposed portions exposed to the soil may be flat. As shown in FIG. 2, for example, a metal plate having a certain thickness is embedded in the insulating resin of the housing 12, and the surface of the exposed portion is polished to flatten the exposed surface. Realize. If the exposed surface is flat, it becomes easy to define the exposed area of the metal, and it becomes easy to calculate the polarization resistance and the solution resistance. Further, even if the corrosion of the two metals progresses over time, a certain area is always exposed, which facilitates computational handling. Furthermore, if the exposed areas of the two metals are the same as each other, the calculation of the polarization resistance and the solution resistance becomes easier.

また、本実施の形態に係るセンサ部1において、同種である2つの金属11a,11bの露出部分の配置も特に制限しない。例えば図3に示すように、互いの露出部分を平面とした場合において、所定の間隔を空けて互いの露出面を向い合せに配置することも考えられる。ただし、この配置では、2つの露出面で挟まれた空間に存在する土壌中の鉄イオンや鉄の酸化物濃度の増加が速く、この作用が金属の腐食速度に影響する可能性がある。これは、土壌中での溶出イオンや酸化物の拡散は水溶液中と比べてそれほど大きくないためである。つまり、2つの露出面で挟まれた空間に存在する土壌中において、腐食の進行に伴い溶出した鉄イオンや鉄の酸化物濃度が増加すると、腐食による鉄の溶出反応が制限され、本来求めたい腐食速度とは異なる結果が得られてしまう。 Further, in the sensor unit 1 according to the present embodiment, the arrangement of the exposed portions of the two metals 11a and 11b of the same type is not particularly limited. For example, as shown in FIG. 3, when the exposed portions of each other are flat, it is conceivable to arrange the exposed surfaces of each other so as to face each other at a predetermined interval. However, in this arrangement, the concentration of iron ions and iron oxides in the soil existing in the space sandwiched between the two exposed surfaces increases rapidly, and this action may affect the corrosion rate of the metal. This is because the diffusion of eluted ions and oxides in soil is not so large as in aqueous solution. In other words, if the concentration of iron ions or iron oxides eluted as the corrosion progresses in the soil existing in the space sandwiched between the two exposed surfaces, the iron elution reaction due to corrosion is restricted, which is what we originally wanted to obtain. Results different from the corrosion rate will be obtained.

そこで、例えば図4に示すように、2つの金属11a,11bの各露出面が同一平面上になるように配置してもよい。つまり、図4(b)に示すように、金属11aと金属11bの2つの露出面がx−y平面に存在するように形成する。これにより、露出面上に存在する土壌中において、金属の腐食反応に伴う鉄イオンや鉄の酸化物濃度の上昇を自然環境中で金属が腐食する際と近い状態に留めることができる。 Therefore, for example, as shown in FIG. 4, the exposed surfaces of the two metals 11a and 11b may be arranged so as to be on the same plane. That is, as shown in FIG. 4B, the two exposed surfaces of the metal 11a and the metal 11b are formed so as to exist in the xy plane. As a result, in the soil existing on the exposed surface, the increase in the concentration of iron ions and iron oxides due to the corrosion reaction of the metal can be kept in a state close to that when the metal is corroded in the natural environment.

さらに、本実施の形態に係るセンサ部1において、同種である2つの金属11a,11bの各露出面の形状も特に制限しない。例えば、一方の露出面の外周のうち少なくとも一辺が、他方の露出面の外周のうち少なくとも一辺と互いに平行なるよう配置されていてもよい。例えば図5に示すように、互いの露出面の形状をそれぞれ同じ長方形として配置する方法がある。このように配置することで、金属同士(=電極間)の距離を一定に保つことができ、交流インピーダンス測定時において、露出面のある領域に局所的に電流が集中することを防ぐことができる。なお、露出面が長方形の場合、横辺aよりも縦辺bの長さを長くした形状にすることが好ましい。その他、図6に示すように、ドーナツ型の2つの金属を同心円状に連ねた形状としてもよい。 Further, in the sensor unit 1 according to the present embodiment, the shape of each exposed surface of the two metals 11a and 11b of the same type is not particularly limited. For example, at least one side of the outer circumference of one exposed surface may be arranged so as to be parallel to at least one side of the outer circumference of the other exposed surface. For example, as shown in FIG. 5, there is a method of arranging the shapes of the exposed surfaces as the same rectangle. By arranging in this way, the distance between the metals (= between the electrodes) can be kept constant, and it is possible to prevent the current from locally concentrating in a region with an exposed surface during AC impedance measurement. .. When the exposed surface is rectangular, it is preferable that the length of the vertical side b is longer than that of the horizontal side a. In addition, as shown in FIG. 6, two donut-shaped metals may be concentrically connected in a shape.

また、本実施の形態に係るセンサ部1の同種である2つの金属11a,11bは、前述の通り電極として機能し、これら2つの電極は互いに電気的に絶縁が保たれた状態で配置されている。例えば、当該2つの金属を所定の間隔で配置した後、露出面以外をすべて絶縁性の材料で固定してもよい。例えば、アクリルやポリエチレンなどで固定してもよい。ここで、センサ部1は土壌に埋設するので、例えば図7に示すように、筐体12の側面に2つの金属11a,11bを埋没または表面に張り付け、埋設する先端部分を鋭利な板状構造にすることで、土壌に埋設する際の作業性を改善することができる。なお、先端を鋭利な形状にするのは土壌に埋設する際の利便性のためであり、2つの金属11a,11bの各端部を併せて尖らせる必要はない。ただし、本実施の形態では、センサ部1の形状も特に制限するものではない。 Further, the two metals 11a and 11b of the same type of the sensor unit 1 according to the present embodiment function as electrodes as described above, and these two electrodes are arranged in a state of being electrically insulated from each other. There is. For example, after arranging the two metals at a predetermined interval, all but the exposed surface may be fixed with an insulating material. For example, it may be fixed with acrylic or polyethylene. Here, since the sensor unit 1 is embedded in soil, for example, as shown in FIG. 7, two metals 11a and 11b are embedded or attached to the surface of the side surface of the housing 12, and the tip portion to be embedded has a sharp plate-like structure. By doing so, workability when burying in soil can be improved. The sharp tip is for convenience when burying in soil, and it is not necessary to sharpen the ends of the two metals 11a and 11b together. However, in the present embodiment, the shape of the sensor unit 1 is not particularly limited.

次に、測定部2の機能について具体的に説明する。 Next, the function of the measuring unit 2 will be specifically described.

本実施の形態に係る測定部2は、前述した通り、少なくとも交流インピーダンス測定を行う測定機能部を備える。測定部2が備えるべき当該測定機能部は、特に制限はしないが、少なくとも、例えば、センサ部1の備える同種の2つの金属11a,11b間に±5mV程度の交流電圧を印加し、当該2つの金属11a,11b間(=電極間)に流れる電流値やインピーダンスなどの応答を測定できることが好ましい。また、交流電圧の周波数幅も特に制限しないが、溶液抵抗および分極抵抗を測定するため、例えば0.1Hz〜500kHz程度の幅で周波数を変化させられることが好ましい。また、センサ部1と測定部2は、前述した通り、センサ部1が備える同種の2つの金属11a,11bにそれぞれ接続された導線4a,4bを介して電気的に接続されている。当該電気的な接続方法は、特に制限しないが、簡単にはそれぞれリード線で接続するのがよい。 As described above, the measurement unit 2 according to the present embodiment includes at least a measurement function unit that measures AC impedance. The measurement function unit to be provided by the measurement unit 2 is not particularly limited, but at least, for example, an AC voltage of about ± 5 mV is applied between two metals 11a and 11b of the same type provided in the sensor unit 1, and the two are provided. It is preferable to be able to measure the response such as the current value and impedance flowing between the metals 11a and 11b (= between the electrodes). Further, the frequency width of the AC voltage is not particularly limited, but in order to measure the solution resistance and the polarization resistance, it is preferable that the frequency can be changed in a range of, for example, about 0.1 Hz to 500 kHz. Further, as described above, the sensor unit 1 and the measuring unit 2 are electrically connected to each other via the conducting wires 4a and 4b connected to the two metals 11a and 11b of the same type provided in the sensor unit 1. The electrical connection method is not particularly limited, but it is preferable to easily connect each with a lead wire.

次に、計算部3の機能について具体的に説明する。 Next, the function of the calculation unit 3 will be specifically described.

本実施の形態に係る計算部3は、測定部2から出力された測定結果の電気的応答データを用いて、所定の等価回路に基づき分極抵抗および溶液抵抗を算出し、当該分極抵抗および溶液抵抗の各逆数から腐食速度および土壌含水率をそれぞれ算出して、表示および記録する機能を備える。なお、計算部3は、分極抵抗、溶液抵抗、腐食速度、土壌含水率のうち、少なくとも1つ以上を表示、記録してもよい。計算部3は、演算、記録、表示などの処理を行う装置であればよく、例えば、パソコン、サーバなどを利用できる。 The calculation unit 3 according to the present embodiment calculates the polarization resistance and the solution resistance based on a predetermined equivalent circuit using the electrical response data of the measurement result output from the measurement unit 2, and the polarization resistance and the solution resistance. It has a function to calculate, display and record the corrosion rate and soil water content from each inverse of. The calculation unit 3 may display and record at least one or more of the polarization resistance, the solution resistance, the corrosion rate, and the soil water content. The calculation unit 3 may be any device that performs processing such as calculation, recording, and display, and can use, for example, a personal computer or a server.

次に、本実施の形態に係る測定装置で行う土壌含水率および金属の腐食速度の測定方法について説明する。本実施の形態に係る測定手順を図8に示す。 Next, a method for measuring the soil moisture content and the metal corrosion rate performed by the measuring device according to the present embodiment will be described. The measurement procedure according to this embodiment is shown in FIG.

まず、ステップS1において、センサ部1を土壌中に設置する。土壌は、自然環境中のものであっても、人工的に作り出した環境であってもよく、求めたい土壌含水率や金属の腐食速度が得られる環境中に埋設する。このとき、センサ部1の設置の仕方は、なるべく全ての測定で統一するのがよい。例えば、前回の測定でセンサ部1の露出面を重力方向の下側に向けて設置したのであれば、土壌環境を変えた場合であっても前回と同様にセンサ部1の露出面を重力方向の下側に向けて設置して、それぞれの測定で得られた結果を比較することが好ましい。 First, in step S1, the sensor unit 1 is installed in the soil. The soil may be in a natural environment or an artificially created environment, and is buried in an environment where the desired soil moisture content and metal corrosion rate can be obtained. At this time, the method of installing the sensor unit 1 should be unified for all measurements as much as possible. For example, if the exposed surface of the sensor unit 1 was installed facing downward in the direction of gravity in the previous measurement, the exposed surface of the sensor unit 1 is set in the direction of gravity even when the soil environment is changed. It is preferable to install it facing down and compare the results obtained in each measurement.

次に、ステップS2において、測定部2は、当該測定部2の備える交流インピーダンスを行う測定機能部を用いて、センサ部1の備える同種の2つの金属11a,11b間に微小電圧または微小電流を交流で印加する。印加する電圧または電流幅は特に制限しないが、2つの金属11a,11bの露出面の表面の形状を測定の影響でなるべく変化させないように微小にするのがよい。例えば±5mV程度でもよい。測定部2は、印加する微小電圧または微小電流の交流周波数を変えながら電気的応答を測定し、測定した電気的応答データを計算部3に入力する。なお、交流周波数の幅は、求める溶液抵抗および分極抵抗を算出し得る範囲であればよく、例えば0.1Hz〜500kHzの幅で変化させればよい。 Next, in step S2, the measuring unit 2 applies a minute voltage or a minute current between two metals 11a and 11b of the same type provided in the sensor unit 1 by using the measuring function unit provided in the measuring unit 2 to perform AC impedance. Apply with alternating current. The voltage or current width to be applied is not particularly limited, but it is preferable to make the shape of the surface of the exposed surface of the two metals 11a and 11b as small as possible so as not to be changed by the influence of the measurement. For example, it may be about ± 5 mV. The measuring unit 2 measures the electrical response while changing the AC frequency of the applied minute voltage or minute current, and inputs the measured electrical response data to the calculation unit 3. The width of the AC frequency may be any range as long as the desired solution resistance and polarization resistance can be calculated, and may be changed in the range of, for example, 0.1 Hz to 500 kHz.

次に、ステップS3において、計算部3は、測定部2からセンサ部1へ印加した微小電圧または微小電流による電気的応答データをもとに、所定の等価回路に基づいて分極抵抗および溶液抵抗に相当する値を算出する。なお、電気的応答データには、電圧値、電流値、インピーダンス値などが含まれる。 Next, in step S3, the calculation unit 3 sets the polarization resistance and the solution resistance based on a predetermined equivalent circuit based on the electrical response data due to the minute voltage or minute current applied from the measuring unit 2 to the sensor unit 1. Calculate the corresponding value. The electrical response data includes a voltage value, a current value, an impedance value, and the like.

具体的には、計算部3は、測定部2からのインピーダンス値を複素平面にプロットしてカーブフィッティングすること、つまり、インピーダンスの軌跡を描くことで図9に示すようなNyquist線図を取得する。印加する微小電圧または微小電流の交流周波数を変えながら電気的応答を測定し、交流周波数の幅を上述した所定幅で変化させたときのインピーダンス変化から、図9に示したようなNyquist線図を得ることができる。図9に示した実線の曲線は、実際に測定した際に描かれる測定結果であり、この曲線から、所定の等価回路に基づいて分極抵抗および溶液抵抗を取得する。 Specifically, the calculation unit 3 plots the impedance value from the measurement unit 2 on a complex plane and performs curve fitting, that is, draws an impedance locus to acquire a Nyquist diagram as shown in FIG. .. The electrical response is measured while changing the AC frequency of the applied minute voltage or minute current, and the impedance change when the width of the AC frequency is changed by the above-mentioned predetermined width is used to obtain a Nyquist diagram as shown in FIG. Obtainable. The solid line curve shown in FIG. 9 is a measurement result drawn at the time of actual measurement, and the polarization resistance and the solution resistance are obtained from this curve based on a predetermined equivalent circuit.

このとき、本実施の形態では、図10に示す等価回路を用いる。当該等価回路は、土壌中における2つの金属11a,11bの腐食反応に対する各抵抗をそれぞれ表す2つの分極抵抗Rと、当該2つの金属11a,11bと土壌の界面にそれぞれ存在する2つの電気二重層容量Cdlと、当該2つの金属11a,11bの陽イオンが土壌中で移動する際に受ける抵抗を表す溶液抵抗R(=土壌中の溶液抵抗)と、土壌中に形成される土壌容量C(=土壌中の容量成分)とで構成され、分極抵抗Rと電気二重層容量Cdlからなる2つの並列回路と、土壌中の溶液抵抗Rとを直列接続し、かつ、その直列回路の両端に土壌容量Cを並列接続した回路である。 At this time, in the present embodiment, the equivalent circuit shown in FIG. 10 is used. The equivalent circuit has two metal 11a in the soil, two and polarization resistance R p representing respectively the resistance to corrosion reaction of 11b, the two metal 11a, two electric double each occurrence at the interface 11b and soil The multi-layer capacity C dl , the solution resistance R s (= solution resistance in the soil) representing the resistance that the cations of the two metals 11a and 11b receive when moving in the soil, and the soil capacity formed in the soil. Two parallel circuits composed of C s (= volume component in the soil) and consisting of the polarization resistance R p and the electric double layer capacity C dl and the solution resistance R s in the soil are connected in series and the same. a circuit connected in parallel to the soil volume C s across the series circuit.

図9に示した測定結果を図10に示す等価回路で解釈して理論的にカーブフィッティングすることで、溶液抵抗および分極抵抗を算出することができる。具体的には、図10に示した等価回路を用いる場合、図9に示した高周波側(500kHz程度)の半円と実軸上とが交わる幅Aより溶液抵抗Rを得ることができ、また、低周波側(0.1Hz程度)の半円と実軸上とが交わる幅Bより分極抵抗Rを得ることができる。ただし、幅Bは、求める分極抵抗Rの2倍値になると考えられる。 The solution resistance and the polarization resistance can be calculated by interpreting the measurement result shown in FIG. 9 by the equivalent circuit shown in FIG. 10 and theoretically performing curve fitting. Specifically, when the equivalent circuit shown in FIG. 10 is used, the solution resistance R s can be obtained from the width A at which the semicircle on the high frequency side (about 500 kHz) shown in FIG. 9 and the real axis intersect. Further, the polarization resistance R p can be obtained from the width B where the semicircle on the low frequency side (about 0.1 Hz) and the real axis intersect. However, the width B is considered to be twice the value of the desired polarization resistance R p.

なお、カーブフィッティングする際、図10に示した等価回路の電気二重層容量Cdlおよび土壌容量CをCPE(Constant Phase Element)に置き換えてもよい。また、補足しておくが、図10に示した等価回路の電気二重層容量Cdlおよび土壌容量Cについても、電気化学インピーダンス測定法に基づき、図9に示した測定結果の円弧に含まれる情報から算出することができる。 At the time of curve fitting, the electric double layer capacity C dl and the soil capacity C s of the equivalent circuit shown in FIG. 10 may be replaced with CPE (Constant Phase Element). In addition, as a supplement, the electric double layer capacity C dl and soil capacity C s of the equivalent circuit shown in FIG. 10 are also included in the arc of the measurement result shown in FIG. 9 based on the electrochemical impedance measurement method. It can be calculated from the information.

最後に、図8に示したステップS4において、計算部3は、算出した溶液抵抗Rおよび分極抵抗Rの各逆数から、土壌含水率および金属の腐食速度の情報を同時に算出する。 Finally, in step S4 shown in FIG. 8, the calculation unit 3 simultaneously calculates information on the soil water content and the corrosion rate of the metal from the reciprocals of the calculated solution resistance R s and polarization resistance R p.

ここで、土壌含水率が溶液抵抗Rの逆数に比例することが知られている(非特許文献4)。ただし、比例係数は、土壌中溶液のイオン濃度などによって異なる。そこで、本実施の形態では、次の方法で土壌含水率を算出する。図11に示すように、土壌中の溶液抵抗Rの逆数(=1/R)を横軸にとり、土壌含水率を縦軸にとると、これらは比例関係を示す。それゆえ、例えば、測定したい環境の土壌を用いて予め土壌含水率と1/Rの関係を導いておき、これまでに説明した測定方法で得られた溶液抵抗Rの値から土壌含水率を測定する。これにより、土壌含水率を容易に測定することが可能である。 Here, it is known that the soil water content is proportional to the reciprocal of the solution resistance R s (Non-Patent Document 4). However, the proportionality coefficient differs depending on the ion concentration of the soil solution and the like. Therefore, in the present embodiment, the soil moisture content is calculated by the following method. As shown in FIG. 11, when the reciprocal of the solution resistance R s in the soil (= 1 / R s ) is taken on the horizontal axis and the soil water content is taken on the vertical axis, these show a proportional relationship. Therefore, for example, the relationship between the soil water content and 1 / R s is derived in advance using the soil in the environment to be measured, and the soil water content is derived from the value of the solution resistance R s obtained by the measurement methods described so far. To measure. This makes it possible to easily measure the soil moisture content.

また、土壌含水率と1/Rの関係式を予め得られなくても、土壌含水率を推定することは可能である。例えば、土壌含水率は、降雨などによって上昇し、その値には上限があると考えられる。これは、土壌中の水は土粒子によって作られた間隙中を満たすものであり、間隙率が水の含水率の上限と言えるからである。そこで、例えば、降雨などで土壌含水率が充分に上昇したときの最大値(1/R)を水の含水率の上限と捉え、例えばこれを間隙中の含水率100%とすると、図11を流用して大凡の含水率を推定することができる。ただし、この方法で推定される含水率は、間隙中を占める水の割合である。もし土壌含水率の正確な値を必要とする場合は、土壌の乾燥密度と湿潤密度から空隙率を算出しておくのが好ましい。 Moreover, even if not obtained in advance a relational expression soil moisture content and 1 / R s, it is possible to estimate the soil moisture content. For example, the soil moisture content increases due to rainfall, etc., and its value is considered to have an upper limit. This is because the water in the soil fills the gaps created by the soil particles, and the pore space is the upper limit of the water content. Therefore, for example, assuming that the maximum value (1 / R s ) when the soil water content rises sufficiently due to rainfall or the like is regarded as the upper limit of the water content, and this is taken as 100% of the water content in the gap, FIG. 11 Can be used to estimate the approximate water content. However, the water content estimated by this method is the ratio of water occupying the gap. If an accurate value of soil moisture content is required, it is preferable to calculate the porosity from the dry and wet densities of the soil.

一方、金属の腐食速度については、次の方法で求める。分極抵抗Rの逆数と金属の腐食速度は、比例関係にあることが知られている(非特許文献5)。このときの比例定数のK値は、実験で求めることができる。そこで、実験室内で対象とする土壌中における金属のアノード分極およびカソード分極試験の結果をもとに予めK値を求めておき、それを使用することが好ましい。K値を用いることで、分極抵抗Rの逆数から腐食電流密度を算出することができる。この腐食電流密度がすなわち腐食速度であるが、例えば当該腐食速度から重量減肉速度および体積減肉速度を算出してもよい。 On the other hand, the corrosion rate of metal is determined by the following method. It is known that the reciprocal of the polarization resistance R p and the corrosion rate of the metal are in a proportional relationship (Non-Patent Document 5). The K value of the proportionality constant at this time can be obtained experimentally. Therefore, it is preferable to obtain the K value in advance based on the results of the anodic polarization and cathode polarization tests of the metal in the target soil in the laboratory and use it. By using the K value, the corrosion current density can be calculated from the reciprocal of the polarization resistance R p. This corrosion current density is the corrosion rate. For example, the weight thinning rate and the volume thinning rate may be calculated from the corrosion rate.

ここまで、土壌含水率および金属の腐食速度の測定方法について説明した。当該測定方法を所定の時間間隔で所定の回数だけ繰り返すことにより、降雨などで経時的に変化する土壌含水率とその瞬間の腐食速度をモニタリングすることが可能となる。当該時間間隔および当該繰り返し回数は、特に制限しない。求めたい土壌含水率と腐食速度の関係性が充分に判断できる程度に行うのがよい。 So far, the methods for measuring soil moisture content and metal corrosion rate have been described. By repeating the measurement method a predetermined number of times at a predetermined time interval, it is possible to monitor the soil moisture content that changes with time due to rainfall or the like and the corrosion rate at that moment. The time interval and the number of repetitions are not particularly limited. It is recommended to carry out to the extent that the relationship between the desired soil moisture content and the corrosion rate can be sufficiently judged.

以上より、本実施の形態によれば、腐食対象の金属かつ測定用の電極として機能する2つの金属11a,11bからなる簡易な構成で1つのセンサ部1を構成し、当該2つの金属11a,11bを用いて交流インピーダンス測定を行い分極抵抗と溶液抵抗を算出し、当該分極抵抗と当該溶液抵抗の各逆数から土壌内での金属の腐食速度と土壌含水率をそれぞれ算出するという簡易な手法を採るので、土壌含水率および土壌中での金属の腐食速度を簡便に一度に測定することができ、その測定を行う測定装置とその測定方法を提供することができる。 Based on the above, according to the present embodiment, one sensor unit 1 is configured with a simple configuration composed of two metals 11a and 11b that are a metal to be corroded and function as electrodes for measurement, and the two metals 11a, A simple method of measuring the AC impedance using 11b, calculating the polarization resistance and solution resistance, and calculating the metal corrosion rate and soil water content in the soil from the inverses of the polarization resistance and the solution resistance, respectively. Therefore, the soil water content and the corrosion rate of the metal in the soil can be easily measured at one time, and a measuring device for measuring the measurement and a measuring method thereof can be provided.

また、本実施の形態によれば、土壌容量Cを含む等価回路であって、具体的には、土壌中における2つの金属11a,11bの腐食反応に対する各抵抗をそれぞれ表す2つの分極抵抗Rと、当該2つの金属11a,11bと土壌の界面にそれぞれ存在する2つの電気二重層容量Cdlと、当該2つの金属11a,11bの陽イオンが土壌中で移動する際に受ける抵抗を表す溶液抵抗Rと、土壌中に形成される土壌容量Cとで構成された等価回路を用いるので、土壌環境における土壌含水率および土壌中での金属の腐食速度を適切に測定することができる。 Further, according to this embodiment, an equivalent circuit including a soil capacitance C s, specifically, two metal 11a in soil, 11b two polarization resistance R representing respectively the resistance to corrosion reaction of Represents p , two electric double layer capacitances C dl existing at the interface between the two metals 11a and 11b and the soil, and the resistance that the cations of the two metals 11a and 11b receive when moving in the soil. Since an equivalent circuit composed of the solution resistance R s and the soil volume C s formed in the soil is used, the soil water content in the soil environment and the corrosion rate of the metal in the soil can be appropriately measured. ..

1…センサ部
11a,11b…金属
12…筐体
2…測定部
3…計算部
4a,4b…導線
5…電気ケーブル
1 ... Sensor unit 11a, 11b ... Metal 12 ... Housing 2 ... Measurement unit 3 ... Calculation unit 4a, 4b ... Conduction wire 5 ... Electric cable

Claims (4)

互いに絶縁された同種の2つの金属を腐食対象の金属かつ測定用の電極として備えるセンサ部と、
前記2つの金属の間に電圧または電流を交流で印加して交流インピーダンス測定を行う測定部と、
前記交流インピーダンス測定による電気的応答データを用いて、所定の等価回路に基づき、土壌内での前記金属の腐食反応に対する抵抗を示す分極抵抗と、土壌内の抵抗を示す溶液抵抗とを算出し、前記分極抵抗と前記溶液抵抗の各逆数から土壌内での前記金属の腐食速度と土壌含水率をそれぞれ算出する計算部と、を備え、
前記2つの金属は、
筐体に覆われ、前記筐体から露出した平面の露出面をそれぞれ有し、互いの露出面が所定の間隔をあけて対向するように配置されていることを特徴とする測定装置。
A sensor unit that includes two metals of the same type that are insulated from each other as a metal to be corroded and as an electrode for measurement.
A measuring unit that measures AC impedance by applying a voltage or current in AC between the two metals,
Using the electrical response data from the AC impedance measurement, the polarization resistance, which indicates the resistance to the corrosion reaction of the metal in the soil, and the solution resistance, which indicates the resistance in the soil, are calculated based on a predetermined equivalent circuit. It is provided with a calculation unit for calculating the corrosion rate of the metal and the soil water content in the soil from the inverses of the polarization resistance and the solution resistance.
The two metals are
A measuring device having a flat exposed surface covered with a housing and exposed from the housing, and the exposed surfaces are arranged so as to face each other at a predetermined interval.
測定部が、土壌内に埋設され、腐食対象の金属かつ測定用の電極として用いる互いに絶縁された同種の2つの金属の間に電圧または電流を交流で印加して交流インピーダンス測定を行う手順と、A procedure in which a measuring unit is embedded in the soil and a voltage or current is applied in alternating current between two metals of the same type that are insulated from each other and used as a metal to be corroded and used as an electrode for measurement, and an alternating current impedance measurement is performed.
計算部が、前記交流インピーダンス測定による電気的応答データを用いて、所定の等価回路に基づき、土壌内での前記金属の腐食反応に対する抵抗を示す分極抵抗と、土壌内の抵抗を示す溶液抵抗とを算出する手順と、Based on a predetermined equivalent circuit, the calculation unit uses the electrical response data from the AC impedance measurement to determine the polarization resistance, which indicates the resistance to the corrosion reaction of the metal in the soil, and the solution resistance, which indicates the resistance in the soil. And the procedure to calculate
計算部が、前記分極抵抗と前記溶液抵抗の各逆数から土壌内での前記金属の腐食速度と土壌含水率をそれぞれ算出する手順と、を行い、The calculation unit performs a procedure for calculating the corrosion rate of the metal and the soil water content in the soil from the reciprocals of the polarization resistance and the solution resistance, respectively.
前記2つの金属は、The two metals are
筐体に覆われ、前記筐体から露出した平面の露出面をそれぞれ有し、互いの露出面が所定の間隔をあけて対向するように配置されていることを特徴とする測定方法。A measuring method characterized in that each of the exposed surfaces is a flat surface covered with a housing and exposed from the housing, and the exposed surfaces are arranged so as to face each other at a predetermined interval.
前記等価回路は、The equivalent circuit is
土壌内での前記金属の腐食反応に対する抵抗を示す分極抵抗と、前記金属と土壌の界面に形成される電気二重層容量と、土壌内の抵抗を示す溶液抵抗と、土壌内に形成される土壌容量とで構成されることを特徴とする請求項2に記載の測定方法。Polarization resistance, which indicates resistance to the corrosion reaction of the metal in soil, electric double layer capacity formed at the interface between the metal and soil, solution resistance, which indicates resistance in soil, and soil formed in soil. The measuring method according to claim 2, wherein the measuring method is composed of a capacity.
前記等価回路は、The equivalent circuit is
前記分極抵抗と前記電気二重層容量を並列接続した2つの並列回路に前記溶液抵抗を直列接続した直列回路の両端に前記土壌容量を並列接続した回路であることを特徴とする請求項3に記載の測定方法。The third aspect of claim 3, wherein the circuit is a circuit in which the soil capacitance is connected in parallel at both ends of a series circuit in which the solution resistor is connected in series to two parallel circuits in which the polarization resistor and the electric double layer capacitance are connected in parallel. Measurement method.
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