KR20180085193A - Concrete structures diagnostic monitoring system and method thereof - Google Patents

Abstract

The present invention relates to a system of monitoring a penetration state of a deterioration factor in reinforcing bar concrete from a multi-channel sensor device installed in a concrete structure, and a method thereof. More specifically, the system can monitor a penetration state of a deterioration factor in reinforcing bar concrete of a concrete structure that a measurer hardly approaches with a drone unit.

Description

TECHNICAL FIELD [0001] The present invention relates to a concrete structure diagnosis monitoring system,

The present invention relates to a system and method for diagnosing and monitoring concrete structures, and more particularly, to a system and method for monitoring penetration of deterioration factors in a reinforced concrete from a multi-channel sensor device installed in a concrete structure.

According to the special law on the safety management of facilities, periodic and continuous diagnosis of one or two kinds of buildings is essential in Korea.

Detailed guidance on building safety inspection and precision safety diagnosis proposed by the Ministry of Construction and Transportation requires "systematic management of detailed relevant information at each stage of design, construction and use for effective safety and maintenance of buildings. Records and data of detailed information shall be managed by the management body, and the update of the records shall be faithfully performed by the inspectors and the diagnosers. The management method is, in principle, computerized or microfilmed to increase efficiency. "

Recently, M2M-based building safety management has become a hot potato due to the fusion of ICT technology and architecture. M2M technology includes capsule-type implant sensors that detect the characteristics of structures with high sensitivity using MEMS technology with machine-to-machine technology, and measurement areas that measure the size and shape of noise.

The M2M-based building safety management system has been developed in the field of safety evaluation algorithms based on high-sensitivity measurement data that can predict the current and future behavior of structures by separately extracting the measured values measured by MEMS technology, And the sensor network integrated profiling framework system, an intelligent data processing engine technology for sensor data integration on the network.

However, the existing M2M-based building safety management system has a limitation that it is difficult to acquire and measure information on deterioration factors penetrating into the reinforced concrete.

Generally, reinforced concrete is composed of concrete that is resistant to compression and reinforcing steel that is resistant to tension, and is widely used in large buildings and civil engineering structures.

Reinforcing bars used in reinforced concrete are normally not corroded because they form a passive protective coating in the concrete's strong alkaline environment. However, when the degradation factors such as chloride ion (Cl ^- ), ideal carbon dioxide (CO ₂ ), sulfate ion (SO ₄ ^2- ) penetrate through cracks or micro voids in the reinforced concrete, the rebar can be corroded.

The deterioration factor permeates the inside of the reinforced concrete, and after a certain time of latency period, the reinforcing steel is corroded. When the reinforcing steel is corroded, the volume of the product due to corrosion is increased, and the pressure inside the reinforcing steel is increased to break the concrete surrounding the reinforcing steel .

Corrosion of reinforcing bars is accelerated because deterioration factors can reach the reinforcing bars more easily if concrete is broken. Thus, if cracks or rust were found on the surface of the concrete, it means that the corrosion of the reinforcing bars inside has progressed considerably. Therefore, it is necessary to predict and early detect corrosion of reinforced concrete by monitoring degradation factors in reinforced concrete. In particular, corrosion prediction and early detection of reinforced concrete can be important in terms of preventing building collapse by establishing repair and reinforcement plan of the building.

For this reason, research is continuing to monitor degradation factors in reinforced concrete, and in particular, non-destructive monitoring methods that do not affect reinforced concrete are under study.

In addition, when the life of concrete structures that are difficult to access by meters, for example, a large portion of a pylon main tower, a high-rise building or a dam is shortened, a great cost may be incurred in terms of maintenance cost. And to diagnose and monitor these diseases.

Korean Patent No. 10-1658785, " Neutralization Measurement System of Concrete Structure, Neutralization Measurement System of Concrete Structure Using Drones or Robots and Method Thereof " Korean Patent No. 10-1638500, "Surveillance System and Method Using Drones" Korea Patent Publication No. 2012-0029303, "Corrosion Detector and System for Measurement of Concrete Corrosion Damage Using Thin Film Sensors,

SUMMARY OF THE INVENTION It is an object of embodiments of the present invention to provide a concrete structure diagnosis monitoring system and method for monitoring a penetration state of a deterioration factor in a reinforced concrete of a concrete structure that is difficult for a meter to approach using a drone unit.

Also, it is an object of embodiments of the present invention to provide a concrete structure diagnosis monitoring system and method for monitoring the penetration state of deterioration factors in a reinforced concrete using a plurality of multi-channel sensors arranged to surround an outer surface of a body do.

It is also an object of embodiments of the present invention to analyze and measure the position, corrosion state and penetration rate of a corroded concrete structure based on serial number and position information collected from a plurality of multi-channel sensor devices embedded in a concrete structure A concrete structure diagnosis monitoring system and a method thereof.

Also, it is an object of embodiments of the present invention to provide a concrete structure diagnosis monitoring system and method capable of managing corrosion and durability of a structure using monitoring data collected from a plurality of multi-channel sensor devices.

 A multi-channel sensor device for monitoring deterioration factors that are buried in a concrete structure and corroding the reinforced concrete, the system for diagnosing and monitoring a concrete structure according to an embodiment of the present invention, And a control unit for transmitting a control command for controlling the dron unit and a dron unit for receiving monitoring data on the penetration state of the deterioration factor measured from the apparatus and using the monitoring data received from the dron unit, And an external server for monitoring the status.

The multi-channel sensor device includes a columnar body embedded in one direction in the reinforced concrete, a plurality of spaced apart regions spaced apart from each other at a predetermined interval on the body, A plurality of multi-channel sensors for measuring a resistance value of the plurality of multi-channel sensors, a monitoring module for monitoring a penetration state of the deterioration factor in the reinforcing concrete using the resistance values measured by the plurality of multi-channel sensors, And a communication module for transmitting the monitoring data generated by the monitoring module.

The monitoring module calculates an average resistance value for each sensor group using the resistance value measured by the plurality of multi-channel sensors, compares the average resistance value with a previously stored initial average resistance value, Can be determined.

The monitoring module measures the penetration position of the deterioration factor using the region where the sensor group is located in the body when it is detected that the deterioration factor is infiltrated, The penetration rate of the deterioration factor can be measured based on time.

The multi-channel sensor device may further include a plurality of multi-channel sensors, the monitoring module, and a power supply module for supplying power to the communication module.

The power supply module may receive power wirelessly from an external power supply.

The drone unit moves according to the position of the multi-channel sensor device installed at a predetermined distance in the reinforced concrete, receives at least one of the monitoring data, the location information and the serial number from the multi-channel sensor device .

The drone unit may be configured to autonomously move within a predetermined area including the concrete structure using GPS.

The concrete structure diagnosis monitoring system according to an embodiment of the present invention may further include an auxiliary drones unit for sensing a behavior state of the dron unit, transmitting dronational state information to the external server, and assisting returning of the dron unit .

The auxiliary drones unit can transmit power wirelessly to the drones unit using an external power supply.

The external server may control the drone unit and the subordinate drone unit based on the drone state information and monitor the penetration position and penetration rate of the deterioration factor that corrodes the reinforced concrete based on the received monitoring data have.

The operation method of the concrete structure diagnosis monitoring system capable of monitoring the deterioration factor for corroding the reinforced concrete according to the embodiment of the present invention is a method of monitoring the deterioration factor of the concrete structure, which is measured by the multi- channel sensor device from the drone unit performing the autonomous movement in the radius of the concrete structure Monitoring data on the penetration state of the degradation factor, and monitoring the penetration state of the degradation factor using the received monitoring data.

Here, the multi-channel sensor device is embedded in the concrete structure to monitor the degradation factor that corrodes the reinforced concrete.

According to the embodiment of the present invention, it is possible to monitor the penetration state of the deterioration factor in the reinforced concrete of the concrete structure, which is difficult for the measurer to access, by using the drone unit.

Also, according to the embodiment of the present invention, it is possible to monitor the penetration state of deterioration factor in the reinforced concrete using a plurality of multi-channel sensors arranged to surround the outer surface of the body.

Also, according to an embodiment of the present invention, it is possible to analyze and measure the position, corrosion state, and penetration rate of a corroded concrete structure based on serial number and position information collected from a plurality of multi-channel sensor devices embedded in a concrete structure have.

Also, according to an embodiment of the present invention, corrosion of a structure can be managed and durability can be analyzed using monitoring data collected from a plurality of multi-channel sensor devices.

FIGS. 1A and 1B are views for explaining the construction of a concrete structure diagnosis monitoring system according to an embodiment of the present invention.
2 is a view for explaining an example of the autonomous movement of the drone unit according to the embodiment of the present invention.
3 is a view illustrating a multi-channel sensor device according to an embodiment of the present invention.
4A and 4B are views showing a structure of a multi-channel sensor used in the multi-channel sensor device shown in FIG.
5 is a view illustrating a multi-channel sensor device according to another embodiment of the present invention.
6 is a diagram illustrating the configuration of a multi-channel sensor device according to an embodiment of the present invention.
7 is a view showing an example in which a multi-channel sensor device according to another embodiment of the present invention is attached to a reinforcing bar.
8 and 9 are graphs showing resistance values measured using a multi-channel sensor device according to an embodiment of the present invention.
10 is a graph showing the rate of corrosion of reinforced concrete according to the ratio of [Cl ^- ] / [OH ^- ].
11 is a graph showing chloride ion concentration according to the distance in the reinforced concrete.
12 is a graph showing penetration time of a deterioration factor depending on the position in the reinforced concrete.
13 is a flowchart illustrating an operation method of a concrete structure diagnosis monitoring system according to an embodiment of the present invention.

Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings and accompanying drawings, but the present invention is not limited to or limited by the embodiments.

The terminology used herein is for the purpose of illustrating embodiments and is not intended to be limiting of the present invention. In the present specification, the singular form includes plural forms unless otherwise specified in the specification. It is noted that the terms "comprises" and / or "comprising" used in the specification are intended to be inclusive in a manner similar to the components, steps, operations, and / Or additions.

As used herein, the terms "embodiment," "example," "side," "example," and the like should be construed as advantageous or advantageous over any other aspect or design It does not.

Also, the term 'or' implies an inclusive or 'inclusive' rather than an exclusive or 'exclusive'. That is, unless expressly stated otherwise or clear from the context, the expression 'x uses a or b' means any of the natural inclusive permutations.

Also, the phrase "a" or "an ", as used in the specification and claims, unless the context clearly dictates otherwise, or to the singular form, .

Furthermore, the terms first, second, etc. used in the specification and claims may be used to describe various elements, but the elements should not be limited by the terms. The terms are used only for the purpose of distinguishing one component from another.

Unless defined otherwise, all terms (including technical and scientific terms) used herein may be used in a sense commonly understood by one of ordinary skill in the art to which this invention belongs. Also, commonly used predefined terms are not ideally or excessively interpreted unless explicitly defined otherwise.

In the following description of the present invention, a detailed description of known functions and configurations incorporated herein will be omitted when it may make the subject matter of the present invention rather unclear. The terminology used herein is a term used for appropriately expressing an embodiment of the present invention, which may vary depending on the user, the intent of the operator, or the practice of the field to which the present invention belongs. Therefore, the definitions of these terms should be based on the contents throughout this specification.

FIGS. 1A and 1B are views for explaining the construction of a concrete structure diagnosis monitoring system according to an embodiment of the present invention.

Referring to FIG. 1A, a concrete structure diagnosis monitoring system 100 according to an embodiment of the present invention includes monitoring data on the penetration state of degradation factors obtained from a multi-channel sensor device 110 installed in a concrete structure 10, Unit 120 and monitors an infiltration state of a degradation factor that corrodes the reinforced concrete using the received monitoring data.

The concrete structure diagnosis monitoring system 100 shown in FIGS. 1A and 1B monitors deterioration factors that are embedded in the reinforced concrete constituting the structure 10 to corrode the reinforced concrete, and based on the monitoring data, the corrosion state of the reinforced concrete And analyze the durability of the structure.

In general, the corrosion of reinforced concrete does not mean that the physical properties of the concrete deteriorate, but rather the corrosion of reinforcing bars inserted into the concrete.

It is obvious that most of these causes are due to the corrosion of reinforcing bars in concrete, after the actual reinforced concrete is installed, it ages and breaks after a certain period of time. Therefore, measuring the corrosion degree of concrete means measuring the corrosion degree of the reinforcing bars inserted in the inside thereof.

Generally, under normal conditions, corrosion of reinforcing bars in concrete does not occur well. Hydrolysis occurs in the cement constituting the concrete, and about 30% of the used cement is converted to Ca (OH) _2, and the reinforcing bar completely surrounded by the uncontaminated cement is present in a strong alkaline atmosphere of pH 12 or more. In this case, the iron oxide film is formed on the surface of the reinforcing steel in the concrete very thinly. Even if it is a thin film, corrosion of the anode can be prevented by changing the electrode potential of the reinforcing steel surface.

However, chloride (Cl ^- ) or sulfate (SO ₄ ^2- ) exists in the concrete due to the inherent salt and foreign salt, or the calcium hydroxide in the concrete micropores reacts with the carbon dioxide (CO ₂ ) If the alkalinity is lowered, neutralization or carbonation occurs, and the passive film of the above iron + 3 is destroyed and the steel is corroded. Thus, deterioration factors such as chloride ion (Cl ^- ), carbon dioxide (CO ₂ ), sulfate ion (SO ₄ ^2- ) penetrate the reinforced concrete and pass through the latent period until the passive film is destroyed. Therefore, it is important to monitor deterioration factors to predict and early detect corrosion before the corrosion of reinforced concrete proceeds considerably.

In the embodiment of the present invention, the deterioration factor in the reinforced concrete can be monitored using the multi-channel sensor device 110. Specifically, the multi-channel sensor device 110 can monitor the penetration state of deterioration factors including whether the deterioration factor has penetrated into the reinforced concrete, where the deterioration factor has penetrated, and at what speed the impregnation has occurred have.

It is also necessary to transmit monitoring data on the penetration state of the degradation factor to the external server 130 existing outside the reinforced concrete or the concrete structure in order to determine the necessity of the repair and reinforcement work according to the corrosion state.

Conventional monitoring data transmission technologies transmit monitoring data using a separate antenna or AP (Access Point) provided in the sensor device. However, the separate antenna must be exposed through the reinforced concrete wall for wireless signal transmission, the signal strength degradation and frequency band shift due to the reinforced concrete occur, and the AP requires inner wall wiring.

Therefore, there is a need for a diagnostic monitoring system technology that accurately grasps the penetration of degradation factors in reinforced concrete and facilitates the wireless transmission of monitoring data.

Referring to FIG. 1A, a concrete structure diagnosis monitoring system 100 according to an embodiment of the present invention includes a multi-channel sensor device 110, a drone unit 120, and an external server 130.

The multi-channel sensor device 110 is embedded in the concrete structure 10 to monitor deterioration factors that corrode the reinforced concrete.

The concrete structure 10 may be, for example, a large part of a pylon bridge tower, a high-rise building, a building, a building or a dam, but is not limited thereto and can be a structure using reinforced concrete.

For example, the multi-channel sensor device 110 may include a columnar body embedded in one direction in the reinforced concrete, a plurality of regions spaced apart at regular intervals on the body, A plurality of multichannel sensors arranged to surround and measure a resistance value, a monitoring module for monitoring a penetration state of deterioration factors in the reinforced concrete using resistance values measured in a plurality of multi-channel sensors, and a monitoring module disposed on the outer surface of the body And a communication module for transmitting the monitoring data generated by the monitoring module.

The monitoring module may calculate an average resistance value for each sensor group using a resistance value measured by a plurality of multi-channel sensors, compare the average resistance value with a previously stored initial average resistance value, have.

For example, when the penetration of the deterioration factor is detected, the monitoring module measures the penetration position of the deterioration factor using the region where the corresponding sensor group is located in the body, The penetration rate of the deterioration factor can be measured.

In addition, the multi-channel sensor device 110 may further include a plurality of multi-channel sensors, a monitoring module, and a power supply module for supplying power to the communication module.

The power supply module may receive power wirelessly from an external power supply.

3 to 7, a multi-channel sensor device 110 according to an embodiment of the present invention will be described in detail.

The drone unit 120 receives monitoring data on the penetration state of deterioration factor measured from the multi-channel sensor device 110 while performing autonomous movement in the radius of the concrete structure 10. [

Referring to FIG. 1B, the drone unit 120 of the concrete structure diagnosis and monitoring system 100 according to an embodiment of the present invention moves according to the position of the multi-channel sensor device 110 installed at regular intervals in the reinforced concrete , And can receive at least one or more of monitoring data, position information, and serial number from the multi-channel sensor device 110.

For example, the drone unit 120 moves along a tracking line according to the position of a plurality of multi-channel sensor devices 110 ₁ , 110 ₂ , ..., 110 _n embedded in the concrete structure 10, And may receive monitoring data on the penetration state of the degradation factor from the device 110. Also, the drone unit 120 can receive the position information of the multi-channel sensor device 110 and the serial number assigned to each device, and can receive group information for each sensor group.

Depending on the embodiment, the drone unit 120 may be capable of short range wireless communication with the communication module within the concrete structure 10. The communication module receives a control signal from the drone unit 120 that can turn the multi-channel sensor device 110 into a measurement on state when the drone unit 120 approaches within a communication radius capable of short- Or perform near field wireless communication with the drone unit 120 so that the monitoring data measured by the multi-channel sensor device 110 can be transmitted.

For example, the communication module may be a short range wireless communication module, but may be, but not limited to, a Radio Frequency Identification (RFID), a Beacon, a Bluetooth or a Zigbee module.

The drone unit 120 may be configured to autonomously move within a predetermined area including a concrete structure by using a Global Positioning System (GPS).

For example, the drone unit 120 may perform autonomous movement to patrol within a predetermined area. The drone unit 120 can perform an autonomous movement so as not to depart from a predetermined region by using a GPS through a satellite, while grasping an object by using a distance sensor, avoiding a collision,

The drone unit 120 monitors people, animals, and environmental conditions in the area by using an infrared camera, an RGB camera, and a voice recognition sensor while patrolling the area, recognizes sound having a size or frequency exceeding a reference value, The situation may also be detected.

The monitoring data obtained by the drone unit 120 may be transmitted to the external server 130 via a wired and / or wireless network. On the other hand, the drone unit 120 performs autonomous movement at normal times, but may also run by an administrator (or landlord, meter, user) command in accordance with a control command received from the external server 130. [

Depending on the embodiment, the drone unit 120 may acquire information about the concrete structure 10 using one or more sensors. For example, the sensor provided in the drone unit 120 may be an infrared camera, a RGB camera, a voice recognition sensor including a microphone, a radar using a sound wave, a distance sensing and anti-collision sensor, But is not limited thereto.

According to another embodiment, the drone unit 120 acquires images and surrounding information in the vicinity of the concrete structure 10 to measure a sudden change in the surrounding environment, such as a change in an object or a sudden movement of a human body / object, It is determined that the current situation corresponds to the crisis situation and the emergency information can be transmitted to the external server 130 when the changed degree exceeds the preset reference value.

The concrete structure diagnosis monitoring system 100 according to an embodiment of the present invention detects a behavior state of the dron unit 120 and transmits dron state information to an external server and controls the auxiliary drones 120, (121).

The secondary drones unit 121 can transmit power wirelessly to the drones 120 using an external power supply.

For example, the drones 120 may be configured to be capable of communicating with one or more secondary drones 121.

Specifically, the dron unit 120 may be configured to sense the energy remaining amount of the dron unit 120 and to call one or more secondary drones 121 based on the sensed result. For example, after calculating the energy remaining amount of the dron unit 120 and the distance between the drones 120 and the charger paper (not shown) and excluding the energy required for returning from the remaining energy amount to the charger paper, And can call the auxiliary drones unit 121 when the threshold value is less than a predetermined threshold value.

When the called secondary drones unit 121 approaches the drones 120, the secondary drones unit 121 can transmit power wirelessly to the drones 120 using an external power supply. However, as another example, the drones 120 may be returned to the charger to perform standby and charging, and the called secondary drones 121 may continue to perform the operation of the drones 120.

The number of drone units 120 and secondary drone units 121 shown in FIG. 1B is merely exemplary, and by performing operations in the alternate manner described above using two or more drone units, 24-hour surveillance system can be maintained without interruption of surveillance.

According to another embodiment, the secondary drones unit 121 may sense the failure of the drones 120 and the dangling of the drones 120 and transmit the state information of the drones 120 to the external server 130.

1A, the external server 130 of the concrete structure diagnostic monitoring system 100 according to the embodiment of the present invention transmits a control command for controlling the dron unit 120 and receives the control command from the dron unit 120 Monitoring the penetration status of degradation factors using received monitoring data.

The external server 130 controls the drone unit 120 and the auxiliary drones unit 121 based on the drones information and monitors the penetration position and the penetration speed of the deterioration factor for corroding the reinforced concrete based on the received monitoring data can do.

For example, the external server 130 may control the dron unit 120 and the auxiliary dron unit 121 while transmitting and receiving data to and from the dron unit 120 and the secondary dron unit 121 via a wired and / Or receive information such as monitoring data, location information, and serial number.

As another example, when the dron unit 120 or the auxiliary drones unit 121 detects a crisis situation or acquires emergency status information such as failure or jamming of the dron unit 120, Unit 120 and the auxiliary drones 121 located in the vicinity of the corresponding dron unit 120. [

The external server 130 transmits a control command to the dron unit 120 and the auxiliary dron unit 121 to control the operation of the dron unit 120 and the auxiliary dron unit 121 according to the crisis situation or the emergency state information And may request assistance from an external control center (or external control server).

The external server 130 collects the monitoring data from the plurality of multi-channel sensor devices 110 to manage the penetration state of the deterioration factor at each point of the concrete structure 10, and detects the corrosion state and the concrete structure The durability of the battery 10 can be analyzed.

According to an embodiment, the external server 130 may be a mobile device, a smart phone owned by an individual or a device for measuring corrosion state, and may be a server of a structure or a private institution that intensively manages the corrosion state, Lt; / RTI >

Specifically, when the monitoring data is collected, the external server 130 analyzes the corrosion state of the reinforced concrete based on the monitoring data and analyzes the durability of the concrete structure. The monitoring data includes the penetration position of the deterioration factor in the reinforced concrete and the penetration rate of the deterioration factor, and the step of the corrosion state of the reinforced concrete can be calculated using the penetration position and the penetration rate.

For example, the external server 130 may analyze the corrosion state of the reinforced concrete by "Upper, Middle, Lower, " or" High, Low, "or " 5, 4, 3, And can guide the need for maintenance and reinforcement.

According to an embodiment, the external server 130 may evaluate the durability rating of the structure in consideration of the corrosion state depending on the construction year or the number of years of the concrete structure 10. It is desirable that the durability of the structure be based on the evaluation method according to the building law or the evaluation method specified by the facility safety management agency.

In addition, the external server 130 can evaluate the life of the concrete structure based on the analyzed corrosion state and the durability of the structure, thereby providing a rebuilding period or inducing an accident such as a building collapse to be coped with in advance.

2 is a view for explaining an example of the autonomous movement of the drone unit according to the embodiment of the present invention.

Referring to FIG. 2, the drone unit 220 in the concrete structure diagnosis monitoring system according to the embodiment of the present invention moves through the GPS from the initial point 210 to the target point 230, which is a concrete structure, Channel sensing device 110 is moved along the trekking line using the line tracing technique to acquire the monitoring data. Thereafter, the drone unit 220 returns to the initial point 210 via GPS once the data acquisition is complete.

3 is a view illustrating a multi-channel sensor device according to an embodiment of the present invention.

The multi-channel sensor device 300 of the concrete structure diagnosis monitoring system according to the embodiment of the present invention includes whether the deterioration factor is infiltrated into the reinforced concrete, the extent to which the deterioration factor has penetrated, Lt; RTI ID = 0.0 > of the degradation factor. ≪ / RTI >

The multi-channel sensor device 300 shown in FIG. 3 may include a columnar body 310, a plurality of multi-channel sensors 320, and a monitoring module 330.

The body 310 is made of a material having a high dielectric constant, and may have a rectangular shape or a cylindrical shape. The body 310 may have various shapes of polygonal columns, but it is preferable that the body 310 is a square column so as to be easily embedded in the reinforced concrete.

The plurality of multi-channel sensors 320 include terminals for measuring a resistance value to be used for monitoring the penetration state of deterioration factor in the reinforced concrete. The plurality of multi-channel sensors 320 are disposed in a plurality of regions spaced apart at regular intervals on the body 310 and are arranged to surround the outer surface of the body 310 in each region.

Referring to FIG. 3, the first to fourth regions 320a, 320b, 320c, and 320d are spaced apart from each other at regular intervals on the body 310. FIG.

The plurality of multi-channel sensors 320 may be disposed to surround the outer surface of the body 310 in the first to fourth regions 320a, 320b, 320c, and 320d. As shown in FIG. 3, when the body 310 is a quadrangular pole, four multi-channel sensors 320 may be disposed so as to surround the slope of the first region 320a in the body 310.

The four multi-channel sensors 320 disposed in the first region 320a may be a first sensor group that measures a resistance value according to a deterioration factor in the first region 320a. Likewise, the four multi-channel sensors 320 surrounding the slope of the second region 320b in the body 310 may be the second sensor group for measuring the resistance value according to the deterioration factor in the second region, The four multi-channel sensors 320 surrounding the slope of the third region 320c in the third region 310 may be a third sensor group for measuring the resistance value according to the deterioration factor in the third region. The four multi-channel sensors 320 surrounding the slopes of the fourth region 320d in the body 310 may be a fourth sensor group for measuring the resistance value according to the deterioration factor in the fourth region.

Hereinafter, the structure of the multi-channel sensor 320 will be described in detail with reference to FIGS. 4A and 4B. FIG.

4A and 4B are views showing a structure of a multi-channel sensor used in the multi-channel sensor device shown in FIG.

The multi-channel sensor 320 according to the embodiment of the present invention includes a plurality of channels 321 and two terminals 322 capable of measuring resistance values of channels.

The multi-channel sensor 320 is fabricated by depositing a metal thin film made of iron (Fe) on a PET (polyester) substrate and patterning it. Here, the metal thin film has a thickness of 500 nm, and it is possible to measure a resistance value change due to infiltration of a smaller amount of chloride ion (Cl ^- ), carbon dioxide (CO ₂ ), sulfate ion (SO ₄ ^2- ) .

The multi-channel sensor 320 may be about 3 cm in length and about 3 cm in width. However, the size of the multi-channel sensor 320 is not limited thereto, but may be smaller or larger than 3 cm. However, it is preferable that the ratio of length to width of the multi-channel sensor 320 is 100 or less.

When the degradation factor penetrates into the reinforced concrete, the resistance value of the multi-channel sensor 320 changes.

A wire 324 for transmitting a resistance value is connected to each of the two terminals 322 of the multi-channel sensor 320 and the wire 324 is connected to a conductive tape 323 such as a carbon tape To each terminal 322.

On the other hand, in order to prevent the multi-channel sensor 320 from being damaged, the multi-channel sensor 320 may be sealed with an anion exchange membrane 325 or other protective film.

Referring again to FIG. 3, the monitoring module 330 of the multi-channel sensor device 300 according to the embodiment of the present invention uses the measured resistance values from the terminals 322 included in the plurality of multi-channel sensors 320 So that the penetration state of deterioration factor which corrodes the reinforced concrete can be monitored. Here, the penetration state may include the penetration of the deterioration factor, the penetration position of the deterioration factor, and the penetration rate of the deterioration factor.

The monitoring module 330 may be disposed in the body 310 but is not limited thereto and the electric wires 324 connected to the respective multi-channel sensors 320 are embedded toward the reinforced concrete, Or may be arranged in such a manner as to flow out to the outside.

The monitoring module 330 may receive the resistance value via the wire 324 connected to each of the multi-channel sensors 320. At this time, the monitoring module 330 can identify each sensor group of the plurality of multi-channel sensors 320 and calculate an average resistance value of the multi-channel sensors 320 included in each sensor group.

Also, the monitoring module 330 can determine whether the deterioration factor of the reinforced concrete is permeated by comparing the initial average resistance value stored in the monitoring module 330 with the average resistance value of each sensor group. Here, the initial average resistance value is a value obtained by measuring an average resistance value of the multi-channel sensors 320 included in each sensor group in a state in which the multi-channel sensor device 300 is not affected by deterioration factors at all .

For example, if the average resistance value of the multi-channel sensors 320 included in the first sensor group is larger than the initial resistance value, the monitoring module 330 can determine that the deterioration factor has penetrated into the first sensor group And the greater the difference from the initial average resistance value, the greater the degree of penetration of deterioration factor (or penetration concentration). For reference, the penetration degree (or penetration concentration) can be quantified by the difference between the measured average resistance value and the initial average resistance value.

As described above, since the penetration of the deterioration factor is measured through the plurality of multi-channel sensors 320 surrounding the first to fourth regions in the body 310, whether or not the deterioration factor generated in the same region is infiltrated is subdivided Can be detected more accurately. For example, when one multi-channel sensor is disposed on one surface of the first region in the body 310, it is impossible to detect whether the deterioration factor has penetrated the remaining three surfaces.

The monitoring module 330 measures the penetration position of the deterioration factor using the region where the corresponding sensor group is located in the body 310 when the deterioration factor penetration is detected in at least one sensor group among the sensor groups can do.

For example, if the average resistance value of the first and second sensor groups disposed in the first and second regions 320a and 320b is different from the initial average resistance value and placed in the third and fourth regions 320c and 320d If the average resistance value of the third and fourth sensor groups is equal to the initial average resistance value, the monitoring module 330 can determine that the degradation factor has penetrated to the second region 320b. That is, the penetration position of the deterioration factor can be measured in the second region 320b.

When the penetration position of the deterioration factor is measured in at least one of the sensor groups of the sensor groups, the monitoring module 330 can measure the penetration rate of the deterioration factor based on the penetration time of the deterioration factor for each penetration position of the deterioration factor have.

For example, when the penetration position of the deterioration factor is the second region and the time taken for the deterioration factor to penetrate to the second region (i.e., the penetration time) is 30 days, the length to the second region, The penetration rate of the degradation factor can be measured using time.

According to the multi-channel sensor device 300 shown in FIG. 3, a plurality of multi-channel sensors surrounding the outer surface of the body can be used for a plurality of regions to measure the penetration state of deterioration factors that corrode the reinforced concrete.

The multi-channel sensor device 300 includes a plurality of multi-channel sensors 320, a monitoring module 330, and a power supply module (not shown) for supplying power to a communication module May be installed in the multi-channel sensor device 300, but may be arranged to flow out of the reinforced concrete.

5 is a view illustrating a multi-channel sensor device according to another embodiment of the present invention.

The multi-channel sensor device 500 shown in FIG. 5 includes a columnar body 510, a plurality of multi-channel sensors 520, and a monitoring module 530, Only the shape of the device 300 and the shape of the body 510 are different from each other, and the operations of the multi-channel sensor 520 and the monitoring module 530 are the same, so a detailed description thereof will be omitted.

The body 510 is made of a material having a high dielectric constant and may have a cylindrical shape.

The first to fourth regions 521, 522, 523, and 524 are spaced apart from each other at regular intervals on the body 510. The first to fourth regions 521, 522, 523, and 524 in the cylindrical body 510 Three or more multi-channel sensors 520 may be disposed to surround the plurality of multi-channel sensors 520.

6 is a diagram illustrating the configuration of a multi-channel sensor device according to an embodiment of the present invention.

Referring to FIG. 6, the multi-channel sensor device 600 may monitor the penetration state of the deterioration factor for corroding the reinforced concrete and generate corrosion state information according to deterioration factors from the penetration state of the deterioration factor.

Accordingly, a multi-channel sensor device 600 according to an embodiment of the present invention includes a plurality of multi-channel sensors 610, a monitoring module 620, and a communication module 630. A plurality of multi-channel sensors 610, a monitoring module 620 and a communication module 630 and a power supply module 640 may be disposed on the bodies 310 and 510 shown in FIGS.

The operation of the plurality of multi-channel sensors 610 and the monitoring module 620 is the same as that shown in FIG. 3 and FIG. 5, and a detailed description thereof will be omitted.

The multi-channel sensor device 600 according to the embodiment of the present invention may further include an information generation module (not shown) between the monitoring module 620 and the communication module 630.

The information generation module may generate corrosion state information according to the deterioration factor using the penetration position and penetration speed of the deterioration factor measured by the monitoring module 620. [ Since the penetration position of the deterioration factor is closer to the inside of the concrete structure or the penetration rate of the deterioration factor is higher, the possibility of corrosion is greater. Therefore, the step on the corrosion state is calculated using the penetration rate of the deterioration factor .

For example, the information generation module may generate corrosion state information by determining the corrosion phase as "upper, middle, lower" or "high, low" or "5, 4, 3, 2, 1"

The corrosion state information may include identification information of the concrete structure in which the multi-channel sensor device 600 is embedded, identification information and position information of the multi-channel sensor device 600, and corrosion step.

However, the configuration and operation of the information generation module may be performed by the monitoring module 620. [

The communication module 630 can transmit corrosion state information to an external server (external corrosion management server or building management server) by a wired or wireless communication method. Therefore, the external server receives the corrosion state information, predicts the corrosion of the concrete structure, and can quickly find and repair and reinforce the plan.

The multi-channel sensor device 600 according to an embodiment of the present invention further includes a plurality of multi-channel sensors 610, a monitoring module 620 and a power supply module 640 for supplying power to the communication module 630 .

The power supply module 640 may receive power from the external power supply and transmit the received power to at least one of the plurality of multi-channel sensors 610, the monitoring module 620, and the communication module 630 .

7 is a view showing an example in which a multi-channel sensor device according to another embodiment of the present invention is attached to a reinforcing bar.

Referring to FIG. 7, the multi-channel sensor device 110 shown in FIG. 1 may be embedded in the concrete 710 reinforced by the reinforcing bars 720 in one direction. When the multi-channel sensor device 110 is attached to the reinforcing bars 720, the cement mortar is poured onto the reinforcing bars 720 and cured to complete the reinforced concrete. Here, the multi-channel sensor device 110 may be mounted on the reinforcing bars 720 and positioned in a direction perpendicular to the inner wall surface of the concrete structure.

The multi-channel sensor device 110 can determine whether a deterioration factor has been infiltrated at a location attached to the reinforcing bar 720, determine whether the deterioration factor has penetrated into the reinforcing bar 720, Infiltration status can be monitored.

The multi-channel sensor device 110 can transmit the deterioration factor penetration state, which is a monitoring result, to the outside through the internal communication module and transmitted to the outside through a communication module (for example, RFID tag) It is possible.

Since the multi-channel sensor device 110 shown in FIG. 7 accurately monitors the penetration state of the deterioration factor that corrodes the reinforced concrete in a non-destructive manner, it predicts corrosion of the concrete structure early and detects the collapse of the building due to the corrosion of the reinforced concrete It can be prevented in advance.

8 and 9 are graphs showing resistance values measured using a multi-channel sensor device according to an embodiment of the present invention.

FIG. 8 is a graph showing a change in resistance (R / R ₀ ) of a multi-channel sensor device according to time with different salt concentration (NaCl) in a pH 7 environment. Here, a multi-channel sensor is used, which includes a first multi-channel sensor device including a sensor not sealed by a protective film, and a second multi-channel sensor device including a sensor sealed by a protective film.

First, the resistance change (R / R ₀ ) of the first multichannel sensor device was examined. The first multichannel sensor device showed a resistance change (R / R ₀ ) of more than 100 within 6 hours in 0.3M NaCl, 0.6M NaCl, R ₀ ). Specifically, the first multi-channel sensor unit represents a change in resistance (R / R ₀₎ 600 or more within 8 hours eseo 0.6M NaCl, 0.9M NaCl in depicts a resistance change (R / R ₀₎ over 600 in 6 hours. Thus, the first multi-channel sensor device is influenced by the salt concentration in the resistance measurement, which means that the sensor may be damaged due to factors such as salinity or the accuracy of the sensor may be deteriorated when the sensor is not sealed with a protective film.

On the other hand, as for the resistance change (R / R ₀ ) of the second multi-channel sensor device, the second multi-channel sensor device exhibited a resistance change of less than 100 after 8 hours in 0.3M NaCl, 0.6M NaCl and 0.9M NaCl / R ₀ ). In particular, the second multichannel sensor device exhibits a resistance change (R / R ₀ ) of less than 100 even after 12 hours at 0.3 M NaCl, exhibiting a significantly lower resistance change (R / R ₀ ) . This means that the sensor included in the second multi-channel sensor device is sealed by the protective film to prevent damage due to salinity, thereby improving the sensor accuracy.

9 is a graph showing a change in resistance (R / R ₀ ) of a multi-channel sensor device with different salt concentrations (NaCl) in a pH 12 environment. Here, the multi-channel sensor includes a sensor sealed by a protective film.

FIG. 9 is a graph showing changes in resistance (R / C) of a multi-channel sensor device over time with a salt concentration of 0, 0.15M NaCl, 0.3M NaCl, 0.45M NaCl, 0.6M NaCl, 0.75M NaCl, R ₀ ).

The multi-channel sensor device exhibits a resistance change (R / R ₀ ) of less than 5 even after 50 hours at 0, 0.15M NaCl, 0.3M NaCl and 0.45M NaCl. In 0.6M NaCl, 0.75M NaCl and 0.9M NaCl, the resistance change (R / R ₀ ) was increased after 50 hours but it was around 10. It can be seen from FIG. 8 that even though the other conditions are the same but the resistance change (R / R ₀ ) of the second multichannel sensor device measured by different pH environments is significantly low.

The reason why the resistance change (R / R ₀ ) of the multi-channel sensor device is relatively small in FIG. 9 is that corrosion of the iron oxide film is formed on the multi-channel sensor device in a strong alkaline environment of pH 12 . However, if the alkalinity around the channel sensor device drops over time, the iron oxide film may be destroyed and the resistance change due to the salt may appear.

10 is a graph showing the rate of corrosion of reinforced concrete according to the ratio of [Cl ^- ] / [OH ^- ].

More specifically, the [Cl ^- ] / [OH ^- ] ratio of the solution containing NaCl in the voids was adjusted from 0 to 0.15, 0.3, 0.45, 0.6, 0.75 and 0.9. Reinforced concrete corrosion was measured after immersing the reinforced concrete in this solution.

Referring to FIG. 10, as the [Cl ^- ] / [OH ^- ] ratio increases, the corrosion resistance of the reinforced concrete increases. The increase in the ratio [Cl ^- ] / [OH ^- ] affects the corrosion of the reinforced concrete Able to know.

11 is a graph showing chloride ion concentration according to the distance in the reinforced concrete.

Specifically, FIG. 11 is a graph of chloride ion concentration measured in a 10 mm distance unit from a reinforced concrete wall surface when 10, 20, 50, and 100 days have elapsed after a multi-channel sensor device is installed.

Referring to FIG. 11, chloride ion concentrations of about 0.1 to 1.4 were measured within 10 mm distance from the reinforced concrete wall surface (i.e., the outer wall of the concrete structure) after 10 days, and chloride ion was measured at a distance of 15 to 50 mm I did. That is, when 10 days have elapsed, it can be seen that the chloride ion penetrated into about 10 mm.

On the other hand, when 20 days passed, chloride concentrations of about 0.1 to 1.4 were measured within a distance of 20 mm from the reinforced concrete wall, and chloride ions were not measured at a distance of 20 to 50 mm.

Also, when 50 days have elapsed, chloride ion concentrations of about 0.1 to 1.4 were measured within a distance of 30 mm from the reinforced concrete wall, and chloride ions were not measured at a distance of 30 to 50 mm.

When 100 days have elapsed, chloride ion concentrations of about 0.1 to 1.5 were measured within a distance of 40 mm from the reinforced concrete wall, and chloride ions were not measured at distances of 40 to 50 mm.

As shown in FIG. 11, chloride ions penetrate deep into the reinforced concrete wall with time, and chloride ion concentration at each distance is measured to be higher with time. Since chloride ion penetrates deeper into the wall of the reinforced concrete wall, the probability of corrosion increases. Therefore, it is necessary to predict the corrosion of the reinforced concrete by monitoring chloride ions at various distances (or positions) in the wall of the reinforced concrete wall. .

12 is a graph showing penetration time of a deterioration factor depending on the position in the reinforced concrete.

Specifically, Figure 12 is a multi-channel sensor unit 110 has four areas of the multi-channel sensor unit 110, and then installed in a reinforced concrete in the (x _1, x _2, x _3, x _4), the multi-channel sensor arranged to (T ₁ , t ₂ , t ₃ , t ₄ ) at which the signal (resistance change signal) is measured, and represents the penetration rate of the deterioration factor.

Here, the four regions (x ₁ , x ₂ , x ₃ , x ₄ ) may be the penetration distance of the degradation factor, and the time (t ₁ , t ₂ , t ₃ , t ₄ ) It may be the time required for the deterioration factor to penetrate into the region. If the degradation factor is penetrated even in the region x ₄ farthest from the reinforced concrete wall (i.e., the outer wall of the concrete structure), the corrosion of the concrete structure may already be proceeded. Therefore, when the deterioration factor penetrates into the region x ₁ , The corrosion state information can be transmitted to the external server so as to establish the maintenance and reinforcement plan of the corrosion state.

13 is a flowchart illustrating an operation method of a concrete structure diagnosis monitoring system according to an embodiment of the present invention.

FIG. 13 shows an operation method of a concrete structure diagnosis monitoring system capable of monitoring a deterioration factor for corroding a reinforced concrete according to an embodiment of the present invention shown in FIG.

Referring to FIG. 13, in step 1310, monitoring data on the penetration state of the deterioration factor measured by the multi-channel sensor device is received from the drone unit performing the autonomous movement in the radius of the concrete structure.

Here, the multi-channel sensor device is embedded in the concrete structure to monitor deterioration factors that corrode the reinforced concrete.

The concrete structure may be, for example, a substantial part of a pylon main tower, a high-rise building, a building, a building or a dam, but is not limited thereto, and it is possible to use a structure using reinforced concrete.

The drone unit moves along a tracking line according to a position of a plurality of multi-channel sensor devices embedded in a concrete structure, and receives monitoring data on a penetration state of a deterioration factor from the multi-channel sensor device. Also, the drone unit can receive the position information of the multi-channel sensor device and the serial number assigned to each device, and can receive the group information for each sensor group.

The penetration state of the deterioration factor is monitored using the monitoring data received in step 1320.

Step 1320 may be a step of controlling the drone unit and the subsidiary drones unit based on the drones state information and monitoring the penetration position and penetration rate of the deterioration factor which corrodes the reinforced concrete based on the received monitoring data.

Specifically, step 1320 includes collecting monitoring data from a plurality of multi-channel sensor devices to manage the penetration state of deterioration factor at each point of the concrete structure, analyzing the corrosion state and the durability of the concrete structure from the penetration state of deterioration factor Lt; / RTI >

The method according to an embodiment may be implemented in the form of a program command that can be executed through various computer means and recorded in a computer-readable medium. The computer-readable medium may include program instructions, data files, data structures, and the like, alone or in combination. The program instructions to be recorded on the medium may be those specially designed and configured for the embodiments or may be available to those skilled in the art of computer software. Examples of computer-readable media include magnetic media such as hard disks, floppy disks and magnetic tape; optical media such as CD-ROMs and DVDs; magnetic media such as floppy disks; Magneto-optical media, and hardware devices specifically configured to store and execute program instructions such as ROM, RAM, flash memory, and the like. Examples of program instructions include machine language code such as those produced by a compiler, as well as high-level language code that can be executed by a computer using an interpreter or the like. The hardware devices described above may be configured to operate as one or more software modules to perform the operations of the embodiments, and vice versa.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments. For example, it is to be understood that the techniques described may be performed in a different order than the described methods, and / or that components of the described systems, structures, devices, circuits, Lt; / RTI > or equivalents, even if it is replaced or replaced.

Therefore, other implementations, other embodiments, and equivalents to the claims are also within the scope of the following claims.

100: Concrete structure diagnosis monitoring system
10: Concrete structure
110, 300, 500: Multi-channel sensor device
120, 220: Drone unit
121: auxiliary drones unit
130: external server
310, 510: Body
320, 520: Multi-channel sensor
321: Multiple channels
322: terminal
323: Conductive tape
324: Wires
325: Anion exchange membrane
330, 530: Monitoring module
710: Concrete
720: Rebar
730: Communication module

Claims (12)

A multi-channel sensor device installed in a concrete structure to monitor deterioration factors that corrode reinforced concrete;
A drone unit that receives monitoring data on a penetration state of the deterioration factor measured from the multi-channel sensor device while performing autonomous movement in a radius of the concrete structure; And
An external server for monitoring a penetration state of the degradation factor using the monitoring data received from the drone unit,
The system comprising:
The method according to claim 1,
The multi-channel sensor device
A columnar body embedded in the reinforcing concrete in one direction;
A plurality of multi-channel sensors disposed in a plurality of regions spaced apart from each other at a predetermined interval on the body and arranged to surround the outer surface of the body in each region to measure a resistance value;
A monitoring module for monitoring a penetration state of the degradation factor in the reinforced concrete using the resistance values measured in the plurality of multi-channel sensors; And
A communication module, disposed on an outer surface of the body, for transmitting the monitoring data generated by the monitoring module,
The system comprising:
3. The method of claim 2,
The monitoring module
And a controller for calculating an average resistance value for each sensor group by using the resistance value measured by the plurality of multi-channel sensors, comparing the average resistance value with a previously stored initial average resistance value, Structure diagnosis monitoring system.
The method of claim 3,
The monitoring module
The method according to any one of claims 1 to 3, further comprising: measuring a penetration position of the deterioration factor using a region where the sensor group is located in the body when the penetration of the deterioration factor is detected; And the penetration rate of the deterioration factor is measured.
3. The method of claim 2,
The multi-channel sensor device
A plurality of multi-channel sensors, a monitoring module, and a power supply module
Wherein the system further comprises:
6. The method of claim 5,
The power supply module
A concrete structure diagnostic monitoring system that receives power from an external power supply wirelessly.
The method according to claim 1,
The dronon unit
Channel sensor device installed at a predetermined distance in the reinforced concrete, and receives at least one of the monitoring data, the location information, and the serial number from the multi-channel sensor device, system.
8. The method of claim 7,
The dronon unit
Wherein the system is configured to autonomously move within a predetermined area including the concrete structure using GPS.
The method according to claim 1,
An auxiliary drones unit for sensing the behavior of the drones unit and transmitting the dron status information to the external server,
Wherein the system further comprises:
10. The method of claim 9,
The auxiliary drones
A concrete structure diagnostic monitoring system that wirelessly transmits power to the drones unit using an external power supply.
10. The method of claim 9,
The external server
Monitoring the penetration position and infiltration rate of the deterioration factor to control the drone unit and the auxiliary drones unit based on the drones state information and to corrode the reinforced concrete based on the received monitoring data; .
A method of operating a concrete structure diagnostic monitoring system capable of monitoring degradation factors that corrode reinforced concrete,
Receiving monitoring data on a penetration state of the deterioration factor measured by a multi-channel sensor device from a drone unit performing autonomous movement in a radius of a concrete structure; And
Monitoring the penetration state of the degradation factor using the received monitoring data,
Wherein the multi-channel sensor device is embedded in the concrete structure to monitor the deterioration factor that corrodes the reinforced concrete.

Images