JP2013142615A - Sensor device - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a sensor device capable of measuring a concentration change in chloride ion within concrete in a concrete structure while distinguishing the concentration change from a pH change of the concrete, and utilizing information by the measurement in planned maintenance of the concrete structure.SOLUTION: A sensor device 1 of this invention comprises: a first electrode 3 made of a first metallic material; a second electrode 4 separated from the first electrode 3 and made of a second metallic material; a clearance forming body 8 arranged forming a clearance G with part of a surface of the first electrode 3; a clearance filling body 10 for filling the clearance G and configured to be removed by dissolving or decomposing under an environment inside a measuring object; and a function element having a function of measuring electric potential difference between the first electrode 3 and the second electrode 4. A state of a measuring object portion can be measured according to the electric potential difference measured by the function element.

Description

  The present invention relates to a sensor device.

As a sensor device, for example, a device that measures the corrosion state of a reinforcing bar in concrete is known (see, for example, Patent Document 1).
The concrete in the concrete structure immediately after construction usually exhibits strong alkalinity. Therefore, the reinforcing bars in the concrete structure immediately after construction are stable because a passive film is formed on the surface. However, concrete structures that have been affected by acid rain, exhaust gas, etc. after construction will cause the steel bars to corrode because the concrete is gradually acidified (neutralized). In addition, in a concrete structure, the reinforcing bars are corroded by chloride ions that have entered the concrete.

For example, in the apparatus described in Patent Document 1, a probe having a reference electrode and a counter electrode is embedded in concrete, and potential change due to corrosion of the reinforcing bar and polarization resistance are measured, thereby predicting corrosion of the reinforcing bar.
However, such a device cannot identify whether the corrosion of the reinforcing bars is due to chloride ions that have entered the concrete or due to the neutralization of the concrete. There was a problem that it was not possible to perform proper maintenance.

JP-A-6-222033

  An object of the present invention is to provide a sensor device that can measure a chloride ion concentration change in concrete of a concrete structure separately from a concrete pH change, and can use the measurement information for planned maintenance of the concrete structure. It is to provide.

Such an object is achieved by the present invention described below.
The sensor device of the present invention includes a first electrode composed of a first metal material,
A second electrode provided apart from the first electrode and made of a second metal material;
A gap forming body arranged to form a gap with the surface of the first electrode;
A gap filler that fills the gap and disappears by dissolving or decomposing under the environment in the measurement object;
A functional element having a function of measuring a potential difference between the first electrode and the second electrode;
Based on the potential difference measured by the functional element, the state of the measurement target region can be measured.

According to the sensor device configured as described above, the gap filler disappears by being dissolved or decomposed in the measurement object. Therefore, there is a local gap between the first electrode and the gap forming body. Is formed. Thereby, even if the chloride ion concentration of the measurement target site is in a relatively low state where corrosion of the second electrode does not occur, the first electrode can be corroded by crevice corrosion.
Therefore, even when the chloride ion concentration at the measurement target site is relatively low, a potential difference occurs between the first electrode and the second electrode, and intrusion of chloride ions is detected with high sensitivity based on the potential difference. can do.
Here, during the installation of the first electrode and the gap forming body in the measurement object and during a predetermined period thereafter, at least a part of the gap between the first electrode and the gap forming body is filled with the gap filling body. Therefore, such a gap can be prevented from being crushed or filled with an unintended substance. As a result, crevice corrosion as described above can surely occur.

In the sensor device of the present invention, it is preferable that the gap filling member is formed by forming a film on the first electrode.
Thereby, a clearance gap filler can be formed easily and with high precision.
In the sensor device according to the aspect of the invention, it is preferable that the gap forming body is formed by forming a film on the gap filling body.
Thereby, the clearance gap between a 1st electrode and a clearance gap formation body can be prescribed | regulated with high precision according to the thickness of a clearance gap filling body.

In the sensor device of the present invention, it is preferable that the gap filler is made of a metal material or a resin material having alkali solubility.
Thereby, when the measurement object is, for example, a concrete structure, the concrete in the concrete structure exhibits strong alkalinity, so that the gap filler can be dissolved in the concrete structure.

In the sensor device according to the aspect of the invention, it is preferable that the first electrode and the gap forming body each have a plate shape or a sheet shape and are arranged to overlap each other.
Thereby, a gap that can cause crevice corrosion of the first electrode can be easily and reliably formed between the first electrode and the gap forming body.
In the sensor device according to the aspect of the invention, it is preferable that the gap forming body forms the gap between a part of the surface of the first electrode.
Thereby, crevice corrosion of the 1st electrode after disappearance of a gap filler can be promoted.

In the sensor device of the present invention, it is preferable that the first electrode has a surface area of a portion not covered with the gap forming body larger than a surface area of a portion covered with the gap forming body through the gap. .
Thereby, crevice corrosion of the 1st electrode after disappearance of a gap filler can be promoted.
In the sensor device of the present invention, it is preferable that the gap forming body is made of an insulating material.
This can prevent the gap forming body from affecting the natural potential of the first electrode. This facilitates the design of the first electrode and the gap forming body.

In the sensor device of the present invention, it is preferable that the gap forming body is made of the same metal material as the first metal material.
This can prevent the gap forming body from affecting the natural potential of the first electrode. This facilitates the design of the first electrode and the gap forming body.
In the sensor device of the present invention, it is preferable that the gap forming body is made of a material having alkali resistance.
Thereby, even if it is a case where a measurement object part is concrete, the endurance of a crevice formation object can be made excellent. Therefore, the state of concrete can be measured stably over a long period of time.

In the sensor device according to the aspect of the invention, it is preferable that a distance between the gap forming body and the first electrode in the gap is 1 μm or more and 100 μm or less.
Thereby, crevice corrosion of the 1st electrode after disappearance of a gap filler can be promoted.
In the sensor device of the present invention, each of the first metal material and the second metal material forms a passive film on the surface or exists on the surface in accordance with an environmental change of the measurement target site. It is preferably a metal material that eliminates the passive film.
Thereby, based on the potential difference between the first electrode and the second electrode, it is possible to detect with high sensitivity that chloride ions have entered the site to be measured.

In the sensor device of the present invention, it is preferable that the first metal material and the second metal material are made of the same kind of metal material.
Thereby, based on the potential difference between the first electrode and the second electrode, it is possible to detect with high sensitivity that chloride ions have entered the measurement target site.
In the sensor device of the present invention, it is preferable that the first metal material and the second metal material are made of different metal materials.
Thereby, based on the potential difference between the first electrode and the second electrode, it is possible to detect whether the pH of the measurement target site is equal to or lower than the set value.

In the sensor device of the present invention, it is preferable that each of the first metal material and the second metal material is iron or an iron-based material.
Iron or iron-based alloys (iron-based materials) are relatively inexpensive and easily available. For example, when the sensor device is used for measuring the state of a concrete structure, at least one of the first electrode and the second electrode is made of the same material (or an approximate material) as the reinforcing bar in the concrete structure. It is possible to detect the corrosion state of the reinforcing bars in the concrete structure effectively.

It is a figure which shows an example of the use condition of the sensor apparatus which concerns on 1st Embodiment of this invention. It is a block diagram which shows schematic structure of the sensor apparatus shown in FIG. It is a top view for demonstrating the 1st electrode shown in FIG. 2, a 2nd electrode, a clearance gap formation body, and a functional element. FIG. 3 is a cross-sectional view (a cross-sectional view taken along line AA in FIG. 3) for describing the first electrode, the second electrode, the gap forming body, and the gap filling body shown in FIG. 2. It is sectional drawing for demonstrating the functional element shown in FIG. 2 (BB sectional view taken on the line in FIG. 3). FIG. 3 is a circuit diagram showing a differential amplifier circuit provided in the functional element shown in FIG. 2. FIG. 3 is a circuit diagram showing a differential amplifier circuit provided in the functional element shown in FIG. 2. It is sectional drawing for demonstrating the 1st electrode and gap | interval formation body after the loss | disappearance of the gap filling body shown in FIG. It is a schematic diagram explaining the corrosion by the chloride ion of the 1st electrode shown in FIG. It is a figure for demonstrating an example of an effect | action of the sensor apparatus shown in FIG. It is a figure which shows an example of the use condition of the sensor apparatus which concerns on 2nd Embodiment of this invention. It is a partial expansion perspective view of the sensor apparatus shown in FIG. FIG. 13 is an enlarged side view showing a first electrode, a gap forming body, and a gap filling body shown in FIG. 12.

Hereinafter, a preferred embodiment of a sensor device of the present invention will be described with reference to the accompanying drawings.
<First Embodiment>
First, a first embodiment of the present invention will be described.
1 is a diagram showing an example of a usage state of a sensor device according to a first embodiment of the present invention, FIG. 2 is a block diagram showing a schematic configuration of the sensor device shown in FIG. 1, and FIG. 3 is shown in FIG. FIG. 4 is a plan view for explaining the first electrode, the second electrode, the gap forming body, and the functional element. FIG. 4 shows the first electrode, the second electrode, the gap forming body, and the gap filling body shown in FIG. FIG. 5 is a cross-sectional view for explaining the functional element shown in FIG. 2 (cross-sectional view taken along the line BB in FIG. 3), FIG. 6 is a circuit diagram showing the differential amplifier circuit provided in the functional element shown in FIG. 2, FIG. 7 is a circuit diagram showing the differential amplifier circuit provided in the functional element shown in FIG. 2, and FIG. Sectional drawing for demonstrating the 1st electrode and gap | interval formation body after the loss | disappearance of the gap filler shown in FIG. 4, FIG. 9 is the chloride of the 1st electrode shown in FIG. Schematic diagram illustrating the corrosion due to the on, 10 is a diagram for explaining an example of the action of the sensor apparatus shown in FIG.
In the following, a case where the sensor device of the present invention is used for quality measurement of a concrete structure will be described as an example.

A sensor device 1 shown in FIG. 1 measures the quality of a concrete structure 100.
The concrete structure 100 has a plurality of reinforcing bars 102 embedded in a concrete 101. The sensor device 1 is embedded in the vicinity of the reinforcing bar 102 in the concrete 101 of the concrete structure 100. Note that when the concrete structure 100 is placed, the sensor device 1 may be fixed and embedded in the reinforcing bar before placing the concrete 101, or may be embedded in the concrete 101 hardened after placing.
The sensor device 1 includes a main body 2 and a first electrode 3 and a second electrode 4 provided on the main body 2. Although not shown in FIG. 1 for convenience of explanation, the sensor device 1 has a gap forming body 8 provided on the first electrode 3 (see FIG. 3). Further, a gap filling body 10 is provided between the first electrode 3 and the gap forming body 8 (see FIG. 4).

In this embodiment, the 1st electrode 3 and the 2nd electrode 4 are installed so that the distance from the outer surface of the concrete structure 100 may become equal mutually in the outer surface side of the concrete structure 100 rather than the reinforcing bar 102. ing. Further, the first electrode 3 and the second electrode 4 are respectively installed such that the electrode surfaces are parallel or substantially parallel to the outer surface of the concrete structure 100. And the 1st electrode 3 and the 2nd electrode 4 are comprised so that the electrical potential difference between these may change with the state change of the measurement object site | part of the concrete 101. FIG. The first electrode 3, the second electrode 4, the gap forming body 8, and the gap filling body 10 will be described in detail later.
As shown in FIG. 2, the sensor device 1 includes a functional element 51 electrically connected to the first electrode 3 and the second electrode 4, a power source 52, a temperature sensor 53, and a communication circuit 54. And an antenna 55 and an oscillator 56, which are housed in the main body 2.

Hereinafter, each part which comprises the sensor apparatus 1 is demonstrated sequentially.
(Main unit)
The main body 2 has a function of supporting the first electrode 3, the second electrode 4, the functional element 51, and the like.
As shown in FIGS. 4 and 5, the main body 2 has a substrate 21 that supports the first electrode 3, the second electrode 4, and the functional element 51. The substrate 21 also supports the power supply 52, the temperature sensor 53, the communication circuit 54, the antenna 55, and the oscillator 56. However, in FIGS. 3 to 5, for convenience of explanation, the power supply 52, the temperature sensor 53, and the communication circuit 54 are used. The antenna 55 and the oscillator 56 are not shown.

The substrate 21 has an insulating property. The substrate 21 is not particularly limited, and for example, an alumina substrate, a resin substrate, or the like can be used.
As shown in FIG. 4, an insulating layer 23 made of an insulating resin composition such as a solder resist is provided on the substrate 21. Then, the first electrode 3, the second electrode 4, and the functional element 51 are mounted on the substrate 21 through the insulating layer 23.

As shown in FIG. 5, the functional element 51 (integrated circuit chip) is held on the substrate 21, and the conductor portions 61 and 62 (electrode pads) of the functional element 51 are the first electrode 3 and the second electrode. 4 is connected.
The conductor portion 61 electrically connects the first electrode 3 to the conductor portions 516a and 516d and the gate electrode of the transistor 514a. The conductor 62 electrically connects the second electrode 4 to the conductors 516b and 516e and the gate electrode of the transistor 514b. Since the first electrode 3 and the second electrode 4 are connected to the gate electrodes of the transistors 514a and 514b, respectively, they are in a floating state. 515a and 515b are interlayer insulating films of the integrated circuit, and 25 is a protective film of the integrated circuit.

The main body 2 has a function of housing the functional element 51, the power source 52, the temperature sensor 53, the communication circuit 54, the antenna 55, and the oscillator 56.
In particular, the main body 2 is configured to store the functional element 51, the power source 52, the temperature sensor 53, the communication circuit 54, the antenna 55, and the oscillator 56 in a liquid-tight manner.
Specifically, as shown in FIGS. 4 and 5, the main body 2 has a sealing portion 24. The sealing unit 24 has a function of sealing the functional element 51, the power source 52, the temperature sensor 53, the communication circuit 54, the antenna 55, and the oscillator 56. Thereby, when the sensor apparatus 1 is installed in the presence of moisture or concrete, it is possible to prevent the functional element 51, the power source 52, the temperature sensor 53, the communication circuit 54, the antenna 55, and the oscillator 56 from being deteriorated.

  Here, the sealing portion 24 has an opening 241, and the first electrode 3 and the second electrode 4 are exposed from the opening 241, and the portions other than the first electrode 3 and the second electrode 4 are exposed. It is provided so as to cover each part (see FIGS. 3 and 4). Thereby, the sensor device 1 can perform the measurement while the sealing portion 24 prevents the deterioration of the respective portions other than the first electrode 3 and the second electrode 4. The opening 241 may be formed so as to expose at least a part of the first electrode 3 and at least a part of the second electrode 4.

Examples of the constituent material of the sealing portion 24 include thermoplastic resins such as acrylic resins, urethane resins, and olefin resins, epoxy resins, melamine resins, thermosetting resins such as phenol resins, and the like. Various resin materials etc. are mentioned, Among these, it can use combining 1 type (s) or 2 or more types.
In addition, the sealing part 24 should just be provided as needed, and can also be abbreviate | omitted.

(First electrode, second electrode)
As shown in FIG. 4, each of the first electrode 3 and the second electrode 4 is provided on the outer surface of the main body 2 (more specifically, on the substrate 21). In particular, the first electrode 3 and the second electrode 4 are provided on the same plane. Therefore, it is possible to prevent the difference in installation environment between the first electrode 3 and the second electrode 4 from occurring.
Further, the first electrode 3 and the second electrode 4 are separated to such an extent that they are not affected by the potential (for example, several mm).

  In the present embodiment, the first electrode 3 and the second electrode 4 each have a plate shape or a sheet shape. Moreover, the planar view shape of the 1st electrode 3 and the 2nd electrode 4 has comprised the square, respectively. Further, the first electrode 3 and the second electrode 4 have the same shape and area in plan view. Note that the shape and area of the first electrode 3 and the second electrode 4 in plan view may be different from each other.

Further, it is preferable that at least the surface of the first electrode 3 is formed of a dense body. As a result, in the first electrode 3, in the presence of chloride ions, the portion where corrosion is most likely to corrode is first corroded, and the first corroded portion is more easily corroded than the other portions. And becomes even larger, causing local corrosion (pitting corrosion).
The second electrode 4 is preferably composed of a porous body at least near the surface. As a result, a large number of fine recesses are uniformly dispersed on the surface of the second electrode 4 as portions that are likely to be corroded. Therefore, the surface of the second electrode 4 is uniformly corroded in the presence of chloride ions, and local corrosion (pitting corrosion) is suppressed.

  In addition, when the second electrode 4 is configured using a porous body as described above, the average pore diameter of the porous body is within a range in which pitting corrosion due to chloride ions as described above can be prevented. If there are, it will not specifically limit, For example, it is preferable that they are 2 nm or more and 50 nm or less. In other words, such vacancies are preferably mesopores. Further, the porosity of the porous body is not particularly limited as long as it is within a range in which pitting corrosion due to chloride ions can be prevented as described above. For example, the porosity is preferably 10% or more and 90% or less. .

Since the second electrode 4 is formed of a porous body having pores with an average diameter within such a range, the pitting corrosion due to chloride ions of the second electrode 4 as described above can be prevented, and fine pores can be prevented. Due to the capillary condensation effect by the holes, moisture can be condensed on the second electrode 4 at a lower relative humidity. Therefore, liquid water can be stably present on the second electrode 4. In other words, if the second electrode 4 is formed of a dense body, even if the relative humidity is such that no condensation occurs on the second electrode 4, the dew condensation is caused on the second electrode 4, respectively. Can exist.
For this reason, even if the relative humidity in the concrete 101 changes with changes in the humidity and temperature of the external environment, fluctuations in the amount of water on the second electrode 4 can be prevented. As a result, it is possible to prevent the natural potential of the second electrode 4 from fluctuating due to changes in the humidity and temperature of the external environment, and to measure the state of the measurement target portion of the concrete 101 with high accuracy.

Here, the constituent materials of the first electrode 3 and the second electrode 4 will be described.
The first electrode 3 is composed of a first metal material (hereinafter also simply referred to as “first metal material”) that forms a passive film (first passive film). As for the 1st electrode 3 comprised in this way, a passive film is formed or destroyed by the change of pH. Such a first electrode 3 is inactive (noble) in a state where a passive film is formed (passivated state), and has a high natural potential (becomes noble). On the other hand, the first electrode 3 is active (base) in a state where the passive film is destroyed (a state where it is lost). Therefore, the potential of the first electrode 3 changes sharply depending on the presence or absence of a passive film accompanying a change in pH.

  The first metal material is not particularly limited as long as a passive film is formed, and examples thereof include Fe, Ni, Mg, Zn, and alloys containing these.

  For example, Fe forms a passive film when the pH is greater than 9. Further, FeAl (Al 0.8%) based carbon steel forms a passive film when the pH is higher than 4. Ni forms a passive film when the pH is 8-14. Mg forms a passive film when the pH is higher than 10.5. Zn forms a passive film when the pH is 6-12. SUS304 forms a passive film when the pH is 2-13.

Further, for example, in carbon steel (SD345), the passive film starts to break when the chloride ion concentration exceeds about 1.2 kg / m ³ .
Among these, the first metal material is preferably Fe or an alloy containing Fe (Fe-based alloy), that is, an iron-based material (specifically, carbon steel, alloy steel, SUS, etc.). Iron-based materials are cheap and easy to obtain. Further, when the sensor device 1 is used for measuring the state of the concrete structure 100 as in this embodiment, the first metal material can be the same as or similar to the rebar 102 of the concrete structure 100. Yes, the corrosive environment state of the reinforcing bars 102 can be detected effectively. For example, when the first electrode 3 is made of Fe, it can be determined whether the pH is 9 or more.

On the other hand, the second electrode 4 is made of a second metal material (hereinafter also simply referred to as “second metal material”).
The second metal material is not particularly limited as long as the second electrode 4 can function as an electrode, and various metal materials can be used.
Further, the second metal material may be made of the same kind of material (same or similar material) as the first metal material described above, or may be made of a material different from the first metal material mentioned above. May be.
The second metal material may form a passive film or may not form a passive film.

When the first metal material and the second metal material are the same type, the first electrode 3 and the second electrode 4 change in the same or approximate state with respect to the pH change of the measurement target site. To do. Therefore, even if the pH of the measurement target site changes, the potential difference between the first electrode 3 and the second electrode 4 does not change at all or hardly changes. Therefore, the change in the chloride ion concentration at the measurement target site can be measured separately from the pH change at the measurement target site.
That is, in the state in which the passive films are formed on the surfaces of the first electrode 3 and the second electrode 4, respectively, the potential difference between the first electrode 3 and the second electrode 4 is the chloride ion concentration at the site to be measured. Depending on. Therefore, based on the potential difference between the first electrode 3 and the second electrode 4, it can be detected with higher sensitivity that chloride ions have entered the measurement target site.

  On the other hand, when the first metal material and the second metal material are different from each other, the first electrode is such that the second metal material forms a passive film (second passive film). The timing at which the passive film 3 is formed or disappeared can be different from the timing at which the passive film of the second electrode 4 is formed or disappeared. Therefore, based on the potential difference between the first electrode and the second electrode, it is possible to detect whether the pH of the measurement target site is equal to or lower than a set value.

  For example, when the timing at which the passive film of the first electrode 3 disappears due to the decrease in pH of the measurement target site is earlier than the timing at which the passive film of the second electrode 4 disappears, the second electrode 4 As described above, when the potential of the first electrode 3 changes depending on the presence or absence of the passive film, there is no formation or destruction (disappearance) of the passive film, and there is no rapid change in the potential. Therefore, as described above, when the potential of the first electrode 3 changes depending on the presence or absence of the passive film, the potential difference between the first electrode 3 and the second electrode 4 changes sharply. Therefore, it is possible to accurately detect whether the pH of the installation environment of the first electrode 3 and the second electrode 4 (in the present embodiment, the vicinity of the reinforcing bar 102 of the concrete 101) is equal to or lower than the set value.

When the second metal material forms a passive film (second passive film), examples of the second metal material include the metals exemplified as the first metal material. .
When both the first metal material and the second metal material are metal materials that form a passive film, the lower limit of the pH range in which the first metal material forms a passive film is set to the first pH ( First pH), and the lower limit of the pH range in which the second metal material forms a passive film is the second pH (second passivation pH), the first pH And the second pH is preferably different from each other. That is, the first metal material forms a passive film when the pH is higher than the first pH, and the second metal material is higher than the second pH different from the first pH. A passive film is preferably formed when the pH is reached. Thereby, it is possible to accurately detect whether or not the pH of the environment in which the first electrode 3 and the second electrode 4 are installed is lower than the first pH and lower than the second pH.

  In this case, the first pH is preferably 8 or more and 10 or less, and the second pH is preferably 7 or less. Thereby, by detecting whether it is below 1st pH, it can know beforehand that the installation environment of the 1st electrode 3 and the 2nd electrode 4 is approaching a neutral state. For this reason, when the sensor device 1 is used for measuring the state of the concrete structure 100 as in the present embodiment, measures for preventing corrosion of the reinforcing bars 102 can be taken in advance. Further, by detecting whether or not the pH is equal to or lower than the second pH, it is possible to know that the installation environment (measurement target site) of the first electrode 3 and the second electrode 4 has become an acidic state.

  In this case, the second metal material is preferably an alloy containing Fe (Fe-based alloy), that is, an iron-based material. Iron-based materials are cheap and easy to obtain. Further, when the sensor device 1 is used for measuring the state of the concrete structure 100 as in this embodiment, the first metal material can be the same material as the reinforcing bar 102, and the second metal material can be By using the same kind of material as the reinforcing steel 102 (Fe-based alloy), the corrosion state of the reinforcing steel 102 can be detected effectively.

On the other hand, when the second metal material does not form a passive film, examples of the second metal material include Pt and Au. When the second metal material does not form a passive film, when the installation environment of the first electrode 3 and the second electrode 4 changes from a strong alkali state to a strong acid state, the change is made in one step. It can be detected with high accuracy.
In this case, it is preferable that the first metal material forms a passive film when the pH becomes 3 or more and 5 or less or a pH higher than 8 or 10 and less. By detecting whether the pH is 3 or more and 5 or less, it can be known that the installation environment of the first electrode 3 and the second electrode 4 has become an acidic state. Further, by detecting whether the pH is 8 or more and 10 or less, it can be known in advance that the installation environment of the first electrode 3 and the second electrode 4 is approaching a neutral state.
The method for forming the first electrode 3 and the second electrode 4 is not particularly limited, and a known film forming method can be used.

(Gap forming body)
The gap forming body 8 is disposed with a gap G formed between a part of the surface of the first electrode 3. The gap G is locally formed on the surface of the first electrode 3 and communicates with the outside.
As shown in FIG. 4, the gap G is filled in the gap G.
The gap filling body 10 is provided between the first electrode 3 and the gap forming body 8 so as to fill the gap G. The gap filler 10 disappears by dissolving or decomposing in the environment within the measurement object. Thereby, as will be described later, when the sensor device 1 is installed in the measurement object, the gap filler 10 disappears due to dissolution or decomposition, and the gap G appears (see FIG. 8).

Such a gap filling body 10 is made of a material having solubility or decomposability in the environment within the measurement object.
For example, as a constituent material of the gap filling member 10, a metal material or resin material having alkali solubility can be used. Since the concrete in the concrete structure exhibits strong alkalinity, the gap filler 10 can be dissolved in the concrete structure by using such a material.

The metal material having alkali solubility may be any metal material that can be dissolved in an alkaline aqueous solution (particularly a strong alkaline aqueous solution). For example, aluminum (Al), zinc (Zn), tin (Sn), lead (Pb) Etc. can be used.
The resin material having alkali solubility may be a resin material (alkali-soluble resin) that can be dissolved in an alkaline aqueous solution (particularly a strong alkaline aqueous solution). For example, polymethylglutarimide (PMGI) may be used. it can.

  The constituent material of the gap filler 10 is not limited to the above as long as it dissolves or decomposes in the concrete, and may be, for example, a water-soluble material, a hydrolyzable material, or the like. Good. In addition, when the measurement object is soil or the like, a biodegradable material such as polylactic acid, polyglycolic acid, polydioxanone, chitin, or chitosan can be used as a constituent material of the gap filler 10. .

  When the gap G appears due to such disappearance of the gap filler 10, even if the chloride ion concentration of the measurement target site is relatively low without causing corrosion of the second electrode 4, Can be corroded by crevice corrosion. Therefore, even when the chloride ion concentration at the measurement target site is relatively low, a potential difference is generated between the first electrode 3 and the second electrode 4, and the entry of chloride ions is detected based on the potential difference. be able to.

  In particular, when each of the first electrode 3 and the second electrode 4 is made of a metal material that forms a passive film as described above, the passive film formed on the second electrode 4 is measured. It is not destroyed until the chloride ion concentration at the site becomes relatively high, and even if local destruction occurs, it is regenerated in an environment where the pH is a predetermined value or more. Therefore, when the pH of the measurement target site is equal to or higher than a predetermined value, the natural potential of the second electrode 4 is kept high (a noble state) until the chloride ion concentration in the measurement target site becomes relatively high. Maintained stably.

On the other hand, the passive film formed on the first electrode 3 entered the gap G between the first electrode 3 and the gap forming body 8 even when the chloride ion concentration at the measurement target site was relatively low. Once local destruction due to chloride ions occurs, the concentration of metal ions eluted from the first electrode 3 increases in the gap G, and the concentration of chloride ions increases accordingly. Not. Therefore, when the pH of the measurement target site is equal to or higher than a predetermined value, when no chloride ion is present in the measurement target site, the natural potential of the first electrode 3 is stably maintained in a high state (a noble state). However, when chloride ions enter the site to be measured, crevice corrosion of the first electrode 3 proceeds, and the natural potential of the first electrode 3 is lowered (decreased).
For this reason, it is possible to detect with high sensitivity that chloride ions have entered the measurement target site based on the potential difference between the first electrode 3 and the second electrode 4.

In the present embodiment, the gap forming body 8 forms a gap G between part of the surface of the first electrode 3. By configuring the gap forming body 8 in this manner, a gap G that may cause gap corrosion of the first electrode 3 after the gap filler 10 disappears is formed between the first electrode 3 and the gap forming body 8. It can be formed easily and reliably.
Further, the surface area of the portion of the first electrode 3 not covered with the gap forming body 8 is larger than the surface area of the portion covered with the gap forming body 8 through the gap G of the first electrode 3. Thereby, the crevice corrosion of the 1st electrode 3 after the loss | disappearance of the gap filler 10 can be accelerated | stimulated.

Further, the gap forming body 8 has a plate shape or a sheet shape, and is disposed so as to overlap the first electrode 3. Accordingly, the gap G that can cause crevice corrosion of the first electrode 3 can be easily and reliably formed between the first electrode 3 and the gap forming body 8.
For example, the gap forming body 8 is formed by forming the gap filling body 10 on the first electrode 3 by a film forming method such as electrolytic plating, and then forming the gap forming body 8 on the gap filling body 10. The film can be formed by a film formation method.
Thus, since the gap filling body 10 is formed by forming a film on the first electrode 3, the gap filling body 10 can be formed easily and with high accuracy.

Further, since the gap forming body 8 is formed by forming a film on the gap filling body 10, the gap forming body 8 can be formed easily and with high accuracy. Further, the gap G between the first electrode 3 and the gap forming body 8 can be defined with high accuracy according to the thickness of the gap filling body 10.
The constituent material of the gap forming body 8 is not particularly limited. For example, it is preferable to use an insulating material or a metal material of the same type as the first metal material constituting the first electrode 3. In addition, the constituent material of the gap forming body 8 is preferably a material that is not easily dissolved and decomposed in the measurement object. In particular, in the present embodiment, the alkali resistance and hydrolysis resistance are superior to the gap filling body 10 described above. Those are preferred.

When the gap forming body 8 is made of an insulating material, the gap forming body 8 can be prevented from affecting the natural potential of the first electrode 3. Therefore, the design of the first electrode 3 and the gap forming body 8 becomes easy.
The insulating material is not particularly limited. For example, insulating ceramic materials such as SiO ₂ and Si ₃ N ₄ , PSF (polysulfone), PAI (preamidoimide), PTFE (polytetrafluoroethylene), PVDF ( Resin materials such as polyvinylidene fluoride).

Further, when the gap forming body 8 is made of the same metal material as that of the first electrode 3, the gap forming body 8 is prevented from affecting the natural potential of the first electrode 3. be able to. Therefore, the design of the first electrode 3 and the gap forming body 8 becomes easy.
Moreover, it is preferable that the clearance gap formation body 8 has alkali resistance. Thereby, even if it is a case where a measurement object part is concrete, the endurance of gap formation object 8 can be made excellent. Therefore, the state of concrete can be measured stably over a long period of time.

  In addition, the distance between the gap forming body 8 and the first electrode 3 in the gap G (the distance in the thickness direction of the first electrode 3) is preferably 1 μm or more and 100 μm or less, and preferably 10 μm or more and 80 μm or less. It is more preferable that it is 20 μm or more and 60 μm or less. Thereby, crevice corrosion of the 1st electrode 3 can be caused after disappearance of gap filling object 10.

(Functional element)
The functional element 51 is embedded in the main body 2 described above. The functional element 51 may be provided on the same surface as the first electrode 3 and the second electrode 4 with respect to the substrate 21 of the main body 2 described above or on the opposite side.
The functional element 51 has a function of measuring a potential difference between the first electrode 3 and the second electrode 4. Thus, based on the potential difference between the first electrode 3 and the second electrode 4, it is detected whether the chloride ion concentration in the installation environment of the first electrode 3 and the second electrode 4 is equal to or lower than a set value. be able to.

Further, based on the potential difference between the first electrode 3 and the second electrode 4, the functional element 51 determines whether the pH or chloride ion concentration of the measurement target portion of the concrete structure 100 that is the measurement target is less than the set value. It also has a function of detecting whether or not. Thereby, the state change accompanying the pH change or chloride ion concentration change of the concrete structure 100 is detectable.
Such a functional element 51 is, for example, an integrated circuit. More specifically, the functional element 51 is, for example, an MCU (micro control unit), and includes a CPU 511, an A / D conversion circuit 512, and a differential amplifier circuit 514 as shown in FIG.

  More specifically, as shown in FIG. 5, the functional element 51 includes a substrate 513, a plurality of transistors 514a, 514b, and 514c provided on the substrate 513, and an interlayer insulation covering the transistors 514a, 514b and 514c. Films 515a and 515b, conductor portions 516a, 516b, 516c, 516d, 516e, and 516f that constitute wiring and conductor posts, a protective film 25, and conductor portions 61 and 62 that constitute electrode pads are included.

The substrate 513 is, for example, an SOI substrate, on which a CPU 511 and an A / D conversion circuit 512 are formed. By using an SOI substrate as the substrate 513, the transistors 514a to 514c can be SOI MOSFETs.
Each of the plurality of transistors 514a, 514b, and 514c is, for example, a field effect transistor (FET), and constitutes a part of the differential amplifier circuit 514.

As shown in FIG. 6, the differential amplifier circuit 514 includes three transistors 514a to 514c and a current mirror circuit 514d.
Further, the differential amplifier circuit 514 includes operational amplifiers 201 and 202 and an operational amplifier 203 as shown in FIG.
The operational amplifier 201 detects the potential of the first electrode 3 with reference to the comparison electrode 7. The operational amplifier 202 detects the potential of the second electrode 4 with reference to the comparison electrode 7. The operational amplifier 203 detects a difference between the output potential of the operational amplifier 201 and the output potential of the operational amplifier 202.

  One end of the conductor portion 516a is connected to the gate electrode of the transistor 514a, and the other end is connected to the above-described conductor portion 516d. The conductor portion 516d is electrically connected to the first electrode 3 through the conductor portion 61. Thus, the gate electrode of the transistor 514a and the first electrode 3 are electrically connected. Therefore, the drain current of the transistor 514a changes in accordance with the change in the potential of the first electrode 3.

  Similarly, the conductor portion 516b has one end connected to the gate electrode of the transistor 514b and the other end connected to the above-described conductor portion 516e. The conductor portion 516e is electrically connected to the second electrode 4 through the conductor portion 62. Thus, the gate electrode of the transistor 514b and the second electrode 4 are electrically connected. Therefore, the drain current of the transistor 514b changes in accordance with the change in the potential of the second electrode 4.

In addition, one end of the conductor portion 516c is connected to the gate electrode of the transistor 514c, and the other end is connected to the above-described conductor portion 516f, thereby forming part of the circuit.
The functional element 51 is activated by energization from the power source 52. The power source 52 is not particularly limited as long as it can supply power capable of operating the functional element 51. For example, the power source 52 may be a battery such as a button-type battery or has a power generation function such as a piezoelectric element. It may be a power source using an element.

The functional element 51 is configured to be able to acquire temperature information detected by the temperature sensor 53. Thereby, the information regarding the temperature of a measurement object site | part can also be obtained. By using such temperature-related information, it is possible to measure the state of the measurement target part more accurately or predict the change of the measurement target part with high accuracy.
The temperature sensor 53 has a function of detecting the temperature of the measurement target portion of the concrete structure 100 that is the measurement target. Such temperature sensor 53 is not particularly limited, and various types of known temperature sensors such as a thermistor and a thermocouple can be used, for example.

  The functional element 51 also has a function of driving and controlling the communication circuit 54. For example, the functional element 51 includes information on the potential difference between the first electrode 3 and the second electrode 4 (hereinafter, also simply referred to as “potential difference information”), and the pH and chloride ion concentration of the measurement target site are below a set value. Information (hereinafter also simply referred to as “pH information”) is input to the communication circuit 54. The functional element 51 also inputs information related to the temperature detected by the temperature sensor 53 (hereinafter also simply referred to as “temperature information”) to the communication circuit 54.

The communication circuit 54 has a function of supplying power to the antenna 55 (transmission function). As a result, the communication circuit 54 can wirelessly transmit the input information via the antenna 55 using the RF band or the LF band (preferably the LF band). The transmitted information is received by a receiver (reader) provided outside the concrete structure 100.
The communication circuit 54 includes, for example, a transmission circuit for transmitting electromagnetic waves, a modulation circuit having a function of modulating a signal, and the like. Note that the communication circuit 54 receives a down-converter circuit having a function of converting a signal frequency to a low level, an up-converter circuit having a function of converting a signal frequency to a large level, an amplifier circuit having a function of amplifying a signal, and electromagnetic waves And a demodulator circuit having a function of demodulating a signal.

The antenna 55 is not particularly limited, but is made of, for example, a metal material, carbon, or the like, and forms a winding, a thin film, or the like.
Further, the functional element 51 is configured to be able to acquire a clock signal from the oscillator 56. Thereby, each circuit can be synchronized and time information can be added to various information.

The oscillator 56 is not particularly limited. For example, the oscillator 56 includes an oscillation circuit using a crystal resonator.
In the measuring method using the sensor device 1 configured as described above, the first electrode 3 and the second electrode 4 are respectively embedded in the concrete structure 100 that is a measurement object, and the first electrode 3 is embedded. The state of the concrete structure 100 is measured based on the potential difference between the first electrode 4 and the second electrode 4.

Hereinafter, the operation of the sensor device 1 will be described. In the following, the operation of the sensor device 1 will be described by taking as an example the case where the first electrode 3 and the second electrode 4 are each made of carbon steel (SD345).
As described above, when the sensor device 1 is installed in the concrete structure 100, the gap filler 10 disappears due to dissolution or decomposition, and the gap G appears (see FIG. 8).

First, based on FIG. 9, the corrosion (gap corrosion) by the chloride ions of the first electrode 3 in which the gap G is formed between the gap forming body 8 will be described more specifically.
When the first electrode 3 is in the presence of chloride ions (Cl ⁻ ), local destruction of the passive film formed on the surface of the first electrode 3 due to chloride ions entering the gap G Once this occurs, the first metal material constituting the first electrode 3 elutes into the gap G as metal ions (Mnn ⁺ ).

For example, when the first metal material is pure iron (Fe),
Fe → Fe ²⁺ + e
As a result of this reaction, Fe ²⁺ is eluted as a metal ion in the gap G.
Thus, the metal ions eluted in the gap G have a low diffusion rate and stay in the gap G. Thereby, the density | concentration of the metal ion in the clearance gap G increases.

Then, chloride ions migrate from the gap G to the gap G so that the electrical neutrality in the gap G is maintained, and the chloride ions concentrate in the gap G. Thereby, the density | concentration of the chloride ion in the clearance gap G also increases.
Therefore, the concentration of chloride ions in the gap G is higher than the concentration of chloride ions outside the gap G.

Further, in the gap G, hydrogen ions are generated by reaction of metal ions, chloride ions, and water, and the hydrogen ion concentration in the gap G increases, that is, the pH in the gap G decreases.
For example, when the first metal material is pure iron (Fe),
Fe ²⁺ + 2Cl ⁻ → FeCl ₂
FeCl ₂ + 2H ₂ O → Fe (OH) ₂ + HCl
Due to this reaction, the concentration of hydrogen ions in the gap G increases.
Therefore, the concentration of hydrogen ions in the gap G is higher than the concentration of hydrogen ions outside the gap G.

As described above, even if the concentration of chloride ions and hydrogen ions outside the gap G is relatively small, the chloride ion concentration and hydrogen ion concentration in the gap G are increased, and the gap corrosion of the first electrode 3 is caused. Will progress.
Here, on the surface of the first electrode 3, a portion where crevice corrosion occurs becomes an anode region, and a portion exposed outside the gap G becomes a cathode region.

For example, when the first metal material is pure iron (Fe),
In the anode region of the first electrode 3, an anode reaction of Fe → Fe ²⁺ + 2e occurs,
In the cathode region of the first electrode 3, a cathode reaction of 1 / 2O ₂ + H ₂ O + 2e → 2OH− occurs.
Such a cathode reaction is promoted by increasing the cathode region of the first electrode 3. Therefore, by increasing the area of the portion exposed outside the gap G on the surface of the first electrode 3, the crevice corrosion of the first electrode 3 is caused even when the chloride ion concentration at the measurement target site is lower. As a result, the intrusion of chloride ions into the site to be measured can be detected with higher sensitivity.

Next, based on FIG. 10, the relationship between the potentials of the first electrode 3 and the second electrode 4 after disappearance of the gap filler 10 will be described.
In the concrete structure 100 immediately after placing, the concrete 101 exhibits strong alkalinity if it is properly placed. Therefore, at this time, if chloride ions do not enter the measurement target site, each of the first electrode 3 and the second electrode 4 forms a stable passive film. That is, as shown in FIG. 10A, the first electrode 3 has a passive film 33 formed on the surface thereof, and the second electrode 4 has a passive film 43 formed on the surface thereof. As a result, the natural potentials of the first electrode 3 and the second electrode 4 are increased (nominated). Therefore, the potential difference between the first electrode 3 and the second electrode 4 immediately after the concrete is placed becomes small.

Thereafter, in a state where the passive films 33 and 43 are formed, when chloride ions enter the measurement target portion of the concrete 101 of the concrete structure 100, the chloride ion concentration reaches a limit concentration that corrodes the carbon steel. In the meantime, the passive film 43 formed on the second electrode 4 does not corrode even in the presence of chloride ions, and the natural potential does not substantially change and is maintained in a noble state (high state). The On the other hand, the passivating film 33 formed on the first electrode 3 is not present in the gap G in the presence of chloride ions, even if the surrounding chloride ion concentration does not reach the limit concentration that corrodes carbon steel. And locally destroyed by crevice corrosion. Thereby, a part of the passive film 33 of the first electrode 3 disappears, and as shown in FIG. 10B, a non-passivated part of the first electrode 3 is exposed, and the first electrode 3 is exposed. The natural potential of the electrode 3 is reduced (decreased).
For this reason, when chloride ions enter the site to be measured, the potential difference between the first electrode 3 and the second electrode 4 increases. Therefore, based on the potential difference between the first electrode 3 and the second electrode 4, it is possible to measure a change in chloride ion concentration at the measurement target site.

Further, when the surrounding chloride ion concentration reaches a limit concentration that corrodes carbon steel, a part of the passive film 43 is also destroyed. Therefore, the potential difference between the first electrode 3 and the second electrode 4 becomes small. Thereby, it can also be detected that the surrounding chloride ion concentration has reached a limit concentration that corrodes carbon steel.
In the concrete structure 100, the pH of the concrete 101 gradually changes (neutralizes) to the acidic side due to the influence of carbon dioxide, acid rain, exhaust gas, and the like.

  And when the pH of concrete 101 falls to about 9, as shown in FIG.10 (c), as for the 1st electrode 3 and the 2nd electrode 4, both the passive films 33 and 43 began to collapse, The natural potential drops (decays). At this time, since the natural potential of both the first electrode 3 and the second electrode 4 is lowered, the potential difference between the first electrode 3 and the second electrode 4 becomes small. Further, the potential difference between the first electrode 3 and the comparison electrode 7 and the potential difference between the second electrode 4 and the comparison electrode 7 change steeply. Therefore, it can be detected with high accuracy that the pH of the measurement target site is about 9. At this time, the corrosion of the first electrode 3 and the second electrode 4 proceeds respectively.

By using such a detection result, it is possible to monitor a change with time in quality after placing the concrete structure 100. Therefore, deterioration (neutralization and salt intrusion) of the concrete 101 can be grasped before the reinforcing bar 102 corrodes. Thereby, before the reinforcing bar 102 corrodes, the concrete structure 100 can be repaired by painting, preservative-mixed mortar, or the like.
It can also be determined whether or not there was an abnormality when placing the concrete structure 100. Therefore, the initial trouble of the concrete structure 100 can be prevented and the quality of the concrete structure 100 can be improved.

  As described above, according to the sensor device 1 of the first embodiment, in the concrete structure 100, the gap filler 10 disappears by dissolving or decomposing, so the first electrode 3 and the gap forming body 8 In between, a local gap G is formed. Thereby, even if the chloride ion concentration of the concrete structure 100 is in a relatively low state where the corrosion of the second electrode 4 does not occur, the first electrode 3 can be corroded by crevice corrosion.

Therefore, even when the chloride ion concentration of the concrete structure 100 is relatively low, a potential difference is generated between the first electrode 3 and the second electrode 4, and chloride ion penetration is increased based on the potential difference. Sensitivity can be detected.
Here, in the middle of installing the first electrode 3 and the gap forming body 8 in the concrete structure 100 and in a predetermined period thereafter, at least a part of the gap G between the first electrode 3 and the gap forming body 8. Since the gap G is filled with the gap filler 10, the gap G can be prevented from being crushed or filled with an unintended substance. As a result, the crevice corrosion of the first electrode 3 as described above can surely occur.

Second Embodiment
Next, a second embodiment of the present invention will be described.
FIG. 11 is a view showing an example of a usage state of the sensor device according to the second embodiment of the present invention, FIG. 12 is a partially enlarged perspective view of the sensor device shown in FIG. 11, and FIG. 13 is a first view shown in FIG. It is an enlarged side view which shows the electrode of this, a clearance gap formation body, and a clearance gap filling body.
Hereinafter, the second embodiment will be described with a focus on differences from the above-described embodiment, and description of similar matters will be omitted.

The sensor device of the second embodiment is substantially the same as the sensor device of the first embodiment, except that the configurations of the first electrode, the gap forming body, and the gap filling body are different. In addition, the same code | symbol is attached | subjected to the structure similar to embodiment mentioned above.
As shown in FIG. 11, the sensor device 1A according to the present embodiment includes a main body 2A, and a first electrode 3A and a second electrode 4 provided on the main body 2A.

Although not shown in FIG. 11 for convenience of explanation, as shown in FIG. 12, the sensor device 1A includes a gap forming body 8A provided on the first electrode 3A via a gap G1, And a gap filler 10A provided to fill the gap G1 on one electrode 3.
In the present embodiment, the distance between the first electrode 3A and the second electrode 4 from the outer surface of the concrete structure 100 is a distance between the outer surface of the concrete structure 100 and the reinforcing bar 102 (that is, the reinforcing bar 102). It is installed so that it is almost equal to (cover depth).

As shown in FIG. 12, the first electrode 3A and the second electrode 4 are respectively provided on the outer surface of the main body 2A.
The first electrode 3A has a plate shape or a sheet shape, and one surface is fixed to the main body 2A. And as shown in FIG. 13, the level | step-difference part 34 is provided in the surface on the opposite side to 2 A of main bodies of the 1st electrode 3A so that a part of 1st electrode 3A may be thinned. With this stepped portion 34, the gap G can be easily and reliably formed.

In addition, the stepped portion 34 is provided with a gap filler 10A.
A part of the gap filling body 10A is filled in the gap G1, and is similar to the gap filling body 10 of the first embodiment described above in the environment within the measurement object (that is, in the environment within the concrete structure 100). It disappears by dissolving or decomposing.
Such a gap filling body 10A can be formed by forming a film on the first electrode 3A.

The gap forming body 8A is fixed to the first electrode 3A so that the gap filling body 10A is interposed between a part of the gap forming body 8A and the first electrode 3A. Thus, the gap forming body 8A is provided with a gap G1 formed between a part of the surface of the first electrode 3A (specifically, a part corresponding to the step part 34).
In the present embodiment, the gap forming body 8A has a quadrangular shape in plan view. In addition, the planar view shape of 8 A of clearance gap formation bodies is not limited to a tetragon | quadrangle, For example, a circle may be sufficient.

In particular, in the present embodiment, each of the first electrode 3A and the gap forming body 8A has a plate shape or a sheet shape, and the gap forming body 8A is fixed to the first electrode 3A in a state of being stacked on each other. 9 is fixed.
More specifically, the fixing member 9 includes a bolt 91, washers 92 and 93, and a nut 94.

  The first electrode 3 </ b> A and the gap forming body 8 </ b> A are formed with a through hole (not shown) penetrating the first electrode 3 </ b> A and the gap forming body 8 </ b> A. The gap 91 is fixed to the first electrode 3A by the fixing member 9 by inserting the bolt 91 and screwing the nut 94 to the bolt 91 through the washer 93 from the other side.

The distance between the first electrode 3A and the gap forming body 8A in the gap G1, that is, the depth of the stepped portion 34, is the first electrode 3 and the gap forming body 8 in the gap G in the first embodiment described above. What is necessary is just to set to the magnitude | size which can produce the crevice corrosion of 3 A of 1st electrodes, the same magnitude | size as the distance between these.
Also with the sensor device 1A of the second embodiment as described above, the chloride ion concentration change in the concrete 101 of the concrete structure 100 is measured separately from the pH change of the concrete 101, and the measurement information is obtained from the concrete structure 100. It can be used for planned maintenance.

As mentioned above, although the sensor apparatus of this invention was demonstrated based on embodiment of illustration, this invention is not limited to this.
For example, in the sensor device of the present invention, the configuration of each part can be replaced with any configuration that exhibits the same function, and any configuration can be added.
Moreover, although embodiment mentioned above demonstrated the case where the gap formation body covered a part of surface of the 1st electrode as an example, the gap formation body may cover the whole surface of the surface of the 1st electrode. In this case, for example, by forming at least a part of the gap forming body with a material that can be corroded in the measurement object, the gap formed in the measurement object by which the gap filler is decomposed or dissolved is formed in the gap formation body. Can be formed. Further, the gap filler may be configured such that a part thereof remains without completely disappearing in the measurement object.

In the above-described embodiment, the case where the first electrode and the second electrode are provided on the substrate has been described as an example. However, the present invention is not limited to this. For example, the first electrode and the second electrode are For example, you may provide on the outer surface of the part comprised with the sealing resin of the main body of a sensor apparatus.
In the above-described embodiment, the case where the first electrode and the second electrode are each in the form of a thin film has been described as an example. However, the present invention is not limited to this, and the shapes of the first electrode and the second electrode are respectively For example, it may have a block shape, a line shape, or the like. In the above-described embodiment, the first electrode and the second electrode are provided along the outer surface of the main body of the sensor device, respectively. However, the first electrode and the second electrode are respectively provided on the outer side of the main body of the sensor device. You may make it protrude from the surface. Further, the installation positions and sizes (magnitude relations) of the first electrode and the second electrode are not limited to the above-described embodiment and may be arbitrary as long as the above-described measurement is possible.

In the above-described embodiment, the case where the functional element includes a CPU, an A / D conversion circuit, and a differential amplifier circuit has been described as an example. However, the functional element is not limited thereto. Other circuits such as a drive circuit may be incorporated.
In the above-described embodiment, the case where the measurement information is transmitted to the outside of the sensor device by wireless transmission by active tag communication has been described as an example. However, the present invention is not limited to this. Information may be transmitted to the outside, or information may be transmitted to the outside of the sensor device by wire.

In the above-described embodiment, the functional element 51, the power source 52, the temperature sensor 53, the communication circuit 54, the antenna 55 and the oscillator 56 are accommodated in the main body 2, and these together with the first electrode 3 and the second electrode 4. The case where the measurement object is embedded in the concrete structure 100 has been described as an example. However, the functional element 51, the power source 52, the temperature sensor 53, the communication circuit 54, the antenna 55, and the oscillator 56 are provided outside the measurement object. May be.
Moreover, in 2nd Embodiment mentioned above, although the thing which has a volt | bolt and a nut was demonstrated to the example as a fixing member which fixes a clearance gap formation body with respect to a 1st electrode, the crevice corrosion of the 1st electrode 3 arises. The present invention is not limited to this as long as the gap forming body can be fixed to the first electrode while forming the gap to be obtained.

  DESCRIPTION OF SYMBOLS 1 ... Sensor apparatus 1A ... Sensor apparatus 2 ... Main body 2A ... Main body 3 ... 1st electrode 3A ... 1st electrode 4 ... 2nd electrode 7 ... Comparison electrode 8 ... Gap formation Body 8A ... Gap forming body 9 ... Fixing member 10 ... Gap filling body 10A ... Gap filling body 21 ... Substrate 23 ... Insulating layer 24 ... Sealing part 25 ... Protective film 33 ... Passive film 34 ... Stepped part 43 ... Passive film 51 ... Functional element 52 ... Power supply 53 ... Temperature sensor 54 ... Communication circuit 55 ... Antenna 56 ... Oscillator 61 ... Conductor part 62 ... Conductor part 91 ... Bolt 92 ... Washer 93 ... Washer 94 ... Nut 100 ... Concrete structure 101 ... Concrete 102 ... Reinforcement 201 ... Operational amplifier 202 ... Operational amplifier 203 ... Performance Amplifier 241 ... Opening 511 ... CPU 512 ... A / D conversion circuit 513 ... Substrate 514 ... Differential amplification circuit 514a ... Transistor 514b ... Transistor 514c ... Transistor 514d ... Current mirror circuit 515a ... Interlayer insulation film 515b ... Interlayer insulation film 516a ... Conductor part 516b ... Conductor part 516c ... Conductor part 516d ... Conductor part 516e ... Conductor part 516f ... Conductor part G ... Gap G1 ... Gap

Claims (15)

A first electrode made of a first metal material;
A second electrode provided apart from the first electrode and made of a second metal material;
A gap forming body arranged to form a gap with the surface of the first electrode;
A gap filler that fills the gap and disappears by dissolving or decomposing under the environment in the measurement object;
A functional element having a function of measuring a potential difference between the first electrode and the second electrode;
A sensor device configured to be able to measure a state of a measurement target part based on a potential difference measured by the functional element.   The sensor device according to claim 1, wherein the gap filler is formed by forming a film on the first electrode.   The sensor device according to claim 1, wherein the gap forming body is formed by forming a film on the gap filling body.   The sensor device according to any one of claims 1 to 3, wherein the gap filler is made of a metal material or a resin material having alkali solubility.   5. The sensor device according to claim 1, wherein each of the first electrode and the gap forming body has a plate shape or a sheet shape and is disposed so as to overlap each other.   The sensor device according to claim 1, wherein the gap forming body forms the gap with a part of the surface of the first electrode.   The sensor device according to claim 6, wherein the first electrode has a surface area of a portion not covered with the gap forming body larger than a surface area of a portion covered with the gap forming body via the gap.   The sensor device according to claim 1, wherein the gap forming body is made of an insulating material.   The sensor device according to any one of claims 1 to 7, wherein the gap forming body is made of the same metal material as the first metal material.   The sensor device according to claim 1, wherein the gap forming body is made of a material having alkali resistance.   The sensor device according to claim 1, wherein a distance between the gap forming body and the first electrode in the gap is 1 μm or more and 100 μm or less.   Each of the first metal material and the second metal material forms a passive film on the surface in accordance with an environmental change of the measurement target site, or a metal that causes the passive film present on the surface to disappear. The sensor device according to claim 1, wherein the sensor device is a material.   The sensor device according to claim 12, wherein the first metal material and the second metal material are made of the same kind of metal material.   The sensor device according to claim 12, wherein the first metal material and the second metal material are made of different metal materials.   The sensor device according to any one of claims 12 to 14, wherein the first metal material and the second metal material are each iron or an iron-based material.

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