Corrosion Prevention Device
20220145475 · 2022-05-12
Inventors
- Yosuke Takeuchi (Musashino-shi, Tokyo, JP)
- Takuya Kamisho (Musashino-shi, Tokyo, JP)
- Shingo Mineta (Musashino-shi, Tokyo, JP)
- Masayuki Tsuda (Musashino-shi, Tokyo, JP)
Cpc classification
C23F2213/30
CHEMISTRY; METALLURGY
C23F13/02
CHEMISTRY; METALLURGY
H10N10/00
ELECTRICITY
International classification
Abstract
Provided is an anticorrosion device that does not require the installation of electrical equipment and has no concern about loss of anticorrosion effect due to deterioration of the anode. An anticorrosion device that prevents corrosion of a metal material in a structure, including a thermoelectric power generation unit 10 configured to generate an electromotive force due to a temperature gradient, an anode unit 20 that is responsible for an anode reaction corresponding to the electromotive force, and a cathode unit 30 that is responsible for a cathode reaction corresponding to the electromotive force, in which the cathode unit 30 is a metal material (target metal) in the structure.
Claims
1. An anticorrosion device configured to be used for preventing corrosion of a metal material in a structure, comprising: a thermoelectric power generation unit configured to generate electromotive force by a temperature gradient; an anode unit responsible for an anode reaction corresponding to the electromotive force; and a cathode unit responsible for a cathode reaction corresponding to the electromotive force, wherein the cathode unit is a metal material in the structure.
2. The anticorrosion device according to claim 1, wherein the anode unit comprises an insoluble material, carbon, or a noble metal.
3. The anticorrosion device according to claim 1 or 2, wherein a constant temperature gradient due to heat diffusion from an object and heat dissipation from the thermoelectric power generation unit is utilized by directly installing the thermoelectric power generation unit in the structure.
4. The anticorrosion device according to any one of claims 1 to 3, wherein corrosion resistance is imparted to the structure by incorporating the thermoelectric power generation unit, the anode unit, and the cathode unit inside the structure in which the metal material is embedded in non-metal.
5. The anticorrosion device according to any one of claims 1 to 4, wherein in the structure, a specific temperature rise of a sunlight-exposed surface of an object in an outdoor environment is used for a high temperature portion in the temperature gradient, and a constant low temperature portion of a sunlight-unexposed surface of an object in an outdoor environment is used for a low temperature portion in the temperature gradient.
6. The anticorrosion device according to claim 5, wherein the thermoelectric power generation unit is attached to an inner wall of a hollow portion of a reinforced concrete structure, and the thermoelectric power generation unit is electrically connected to a reinforcing bar and an insoluble material to prevent corrosion of a reinforcing bar.
7. The anticorrosion device according to claim 6, wherein the thermoelectric power generation unit is attached to an inner wall of a hollow portion of a cracked reinforced concrete structure at a cracked position of the cracked reinforced concrete structure, and the thermoelectric power generation unit is electrically connected to a reinforcing bar and an insoluble material to prevent corrosion of a reinforcing bar.
8. The anticorrosion device according to any one of claims 1 to 7, wherein the anode unit is buried in ground and grounded.
Description
BRIEF DESCRIPTION OF DRAWINGS
[0019]
[0020]
[0021]
[0022]
[0023]
[0024]
[0025]
[0026]
DESCRIPTION OF EMBODIMENTS
[0027] Next, an embodiment will be described with reference to the drawings. Meanwhile, in the drawings, same or similar portions are denoted by same or similar reference signs. However, it should be noted that the drawings are schematic, and a relationship between a thickness and planar dimensions, the ratio of thicknesses of layers, and the like are different from those in reality. Thus, specific thicknesses or dimensions should be determined with reference to the following description. In addition, as a matter of course, portions having different mutual dimensional relationships or ratios from those in the drawings are also included.
[0028] Further, the embodiments shown below exemplify devices and methods for embodying the technical idea, and do not specify the material, shape, structure, arrangement, and the like of the components to the following. Various modifications may be made to the embodiments within the scope of the aspects.
[0029] Overview
[0030] The present invention relates to a technique for preventing corrosion of reinforcing bars by generating thermoelectric power using a naturally occurring temperature gradient and using this as a power source for electric anticorrosion. Thermoelectric power generation is a maintenance-free power generation method with no moving parts or consumable parts. According to the present invention, electric anticorrosion of reinforcing bars in a reinforced concrete structure can be implemented at low cost without external energy supply and maintenance.
Embodiment
[0031] In the present embodiment, when an object has a temperature gradient, electric anticorrosion is implemented by generating thermoelectric power using the temperature gradient. When a reinforcing bar in a reinforced concrete structure is subjected to anticorrosion, for example, the concrete column has a hollow structure, so the temperature of the outer wall surface of the concrete column is significantly increased by sunlight, while the temperature within the hollow is not greater than the ambient temperature. As a result of measuring the temperature of the outer wall surface, hollow inner wall surface, and hollow inside of the concrete column when the concrete thickness is 40 mm, during the daytime, the temperature difference from the outer wall surface to the hollow inner wall surface was about 10° C., and the temperature difference from the hollow inner wall surface to the hollow inside was also about 10° C. Therefore, the temperature gradients that can be used are from the temperature gradient of about 10° C. from the concrete outer wall surface to the inner wall surface, the temperature gradient of about 10° C. from the inner wall surface to the hollow inside, and the temperature gradient of about 20° C. from the concrete outer wall surface to the hollow inside, which is the sum of both gradients.
[0032]
[0033] As described above, in the present embodiment, by directly installing the thermoelectric power generation unit 10 in the structure, the constant temperature gradient due to heat diffusion from the object and heat dissipation from the thermoelectric power generation unit 10 is utilized. That is, by incorporating the thermoelectric power generation unit 10, the anode unit 20, and the cathode unit 30 inside the structure in which the metal material is embedded in non-metal, corrosion resistance can be imparted to the structure.
[0034] Here, the thermoelectric power generation unit 10 may be embedded in the concrete or installed along the outer periphery of the concrete structure. When the thermoelectric power generation unit 10 is embedded inside the concrete, the unit is shallowly embedded in the concrete, because the unit is preferably close to the high temperature concrete outer wall surface 51 and the low temperature concrete inner wall surface 52.
[0035] Additionally, while both the cathode unit 30 and the anode unit 20 need to be in a moist environment because they are energized under the condition that an electrochemical reaction occurs, since the environment in which the target metal is corroded is a moist environment, the energization condition is satisfied by placing the cathode unit 30 and the anode unit 20 in the same environment. When it is difficult to arrange the anode unit 20 in the same environment as the cathode unit 30, the insoluble material of the anode unit 20 is immersed in a cell filled with an aqueous solution. As illustrated in
[0036] In addition, in facilities such as concrete columns that bend due to expansion due to temperature rise on one side due to sunlight, the crack width increases on the expanded surface. Moisture normally stays inside the crack, but the evaporation of water is promoted by the expansion of the diffusion evaporation path due to the temperature rise and the expansion of the crack width. It is known that corrosion is promoted when the water film thickness on the metal surface fluctuates due to evaporation of water (Non Patent Literature 2), corrosion is thought to be promoted in structures that bend due to sunlight. Therefore, it is useful for reinforcing bar anticorrosion to install an anticorrosion device on the sunlight-exposed surface having cracks, or to incorporate an anticorrosion mechanism. The flowchart of the development of the anticorrosion function at the cracked position is illustrated in
[0037] That is, as shown in
[0038] Thus, in the present embodiment, in a structure, the specific temperature rise of the sunlight-exposed surface of the object in the outdoor environment is used for the high temperature portion in the temperature gradient, and for the low temperature portion in the temperature gradient, the constant low temperature portion of the sunlight-unexposed surface of the object in the outdoor environment is used. Specifically, the thermoelectric power generation unit 10 is attached to the inner wall of the hollow portion of the cracked reinforced concrete structure at the cracked position of the cracked reinforced concrete structure, and the thermoelectric power generation unit 10 is electrically connected to the reinforcing bar and the insoluble material to prevent corrosion of the reinforcing bar.
[0039]
[0040]
[0041]
[0042] In any of the above configuration examples, the number of connected elements in the thermoelectric power generation unit 10 may be freely designed according to a desired electromotive force. As the electromotive force of the thermoelectric power generation unit 10, for example, it is sufficient to design the thermoelectric power generation unit 10 sufficient to realize a depolarization amount of 100 mV or more (Non Patent Literature 3) with a temperature gradient of 20° C. The electromotive force for a temperature gradient in the thermoelectric power generation unit 10 can be designed by a method of connecting a plurality of dissimilar metal joints or a plurality of semiconductor connections in series (Non Patent Literature 3).
[0043] In the case of metal tanks and pipes for storing hot liquids or gases inside, the inside is always hot and the outside is ambient temperature. Therefore, a temperature gradient from the temperature of the contents to the atmospheric temperature is constantly generated in the target metal. Therefore, as illustrated in
[0044] As described above, according to the present embodiment, thermoelectric power generation using the temperature gradient generated in the object eliminates the need for electrical energy supply from dedicated equipment, and the use of an insoluble material for the anode can prevent deterioration or loss of anticorrosion performance due to anode deterioration. That is, there is no need to install electrical equipment, and there is no concern about loss of anticorrosion effect due to deterioration of the anode. Therefore, maintenance-free anticorrosion utilizing renewable energy can be achieved with a simple configuration.
[0045] As described above, the present embodiment is an anticorrosion device that prevents corrosion of a metal material in a structure, including the thermoelectric power generation unit 10 that generates an electromotive force due to the temperature gradient, the anode unit 20 that is responsible for the anode reaction corresponding to the electromotive force, and the cathode unit 30 that is responsible for the cathode reaction corresponding to the electromotive force, in which the cathode unit 30 is a metal material (target metal) in the structure.
[0046] Specifically, an insoluble material, carbon or a noble metal is used for the anode unit 20.
[0047] Further, by directly installing the thermoelectric power generation unit 10 in the structure, a constant temperature gradient due to heat diffusion from the object and heat dissipation from the thermoelectric power generation unit 10 is utilized.
[0048] Further, by incorporating the thermoelectric power generation unit 10, the anode unit 20, and the cathode unit 30 inside the structure in which the metal material is embedded in non-metal, the structure is imparted with corrosion resistance.
[0049] Further, in the structure, the specific temperature rise of the sunlight-exposed surface of the object in the outdoor environment is used for the high temperature portion in the temperature gradient, and the constant low temperature portion of the sunlight-unexposed surface of the object in the outdoor environment is used for the low temperature portion in the temperature gradient.
[0050] Further, the thermoelectric power generation unit 10 is attached to the inner wall of the hollow portion of the reinforced concrete structure, and the thermoelectric power generation unit 10 is electrically connected to the reinforcing bar and the insoluble material to prevent corrosion of the reinforcing bar.
[0051] Further, the thermoelectric power generation unit 10 is attached to the inner wall of the hollow portion of the cracked reinforced concrete structure at the cracked position of the cracked reinforced concrete structure, and the thermoelectric power generation unit 10 is electrically connected to the reinforcing bar and the insoluble material to prevent corrosion of the reinforcing bar.
[0052] The anode unit 20 is buried in the ground and grounded.
Other Embodiments
[0053] As described above, although several embodiments have been described, it should be understood that the description and drawings which are parts of the disclosure are merely illustrative, and are not intended to limit the embodiments. From the disclosure, various alternative embodiments, examples, and operational techniques will be apparent to those skilled in the art.
[0054] As such, the embodiments include various aspects not described herein.
REFERENCE SIGNS LIST
[0055] 10 Thermoelectric power generation unit [0056] 11 P material [0057] 12 N material [0058] 13 Joint [0059] 20 Anode unit [0060] 30 Cathode unit [0061] 51 Concrete outer wall surface [0062] 52 Concrete inner wall surface [0063] 53 Non-metal [0064] 54 Hollow inner side [0065] 55 Support column (reference point) [0066] 56 Hollow inside