KR20230148911A - System for concrete curing real time quality management using ICT - Google Patents

Abstract

According to the present invention, provided is a system for concrete curing real time quality management. The system includes: a plurality of sensors which sense status information including at least one of temperature, humidity, wind speed, and CO concentration for poured concrete (mass concrete); a management server which generates control information to control the curing process of the poured concrete based on the status information sensed by the plurality of sensors; and a curing manager which controls the temperature inside the poured concrete during the curing process of the poured concrete in response to the control information generated by the management server.

Description

Concrete curing real time quality management system using ICT {System for concrete curing real time quality management using ICT}

The present invention relates to concrete curing management. More specifically, a concrete curing real-time quality control system using ICT to manage concrete curing in real time to secure the required concrete strength by managing the curing process of poured concrete in real time according to the atmospheric environment in winter or summer. It's about.

In particular, the present invention relates to a real-time quality control system for concrete curing using ICT to ensure the quality of concrete poured with a thickness of 800 mm or more (hereinafter referred to as 'mass concrete').

Concrete structures are made strong by pouring unhardened concrete into a form and curing it at a certain temperature for a certain period of time. Concrete curing involves supplying appropriate temperature and moisture before the concrete is hardened after pouring it so that it can exert sufficient curing power, or preventing shocks or loads from being applied until the strength of the concrete is sufficiently secured, or controlling temperature, heavy rain, It means protecting the exposed surface of concrete from frost (snow), sunlight, etc.

Such concrete curing includes wet curing, membrane curing, steam curing, electric heat curing, etc.

Wet curing is a method of adding moisture to the surface of poured concrete and preserving it in a moist state until it dries. Membrane curing is a method of preventing moisture evaporation by forming a waterproof membrane by applying vinyl or asphalt emulsion to the exposed surface of the concrete when wet curing of concrete cannot be done or requires long-term curing. Steam curing is a method of promoting the hydration reaction of concrete with high-temperature steam to remove the formwork in a shorter period of time than the typical formwork retention period and to obtain the required strength. Electric heat curing is a method of maintaining the air around the concrete at a constant temperature by placing heating wires around the concrete and covering it with a canvas.

Meanwhile, in winter, the reaction of hydration of concrete does not occur below 5°C, so hardening does not occur and strength is not developed. At temperatures below 0°C, the water inside the concrete freezes and suffers frost damage, reducing its strength. There is a problem of losing . Therefore, in the winter, after pouring concrete, it is necessary to perform curing by maintaining an appropriate temperature so that the temperature of the poured concrete does not fall below 5°C.

Additionally, in the summer, after pouring concrete, drying shrinkage cracks may occur due to rapid moisture evaporation depending on the influence of temperature, humidity, and wind speed of the poured concrete. In addition, in the case of high-rise buildings, the temperature, humidity, and wind speed are significantly different depending on the height difference between the upper and lower layers, so the higher the rise, the more necessary is a method to check the condition of the poured concrete in real time.

To this end, existing construction sites use automatic data recording means to measure temperature, humidity, etc., and then workers check the measured data directly on site to determine the work situation and future schedule.

However, in this method, because the manager directly checks and manages the heat source supplied on site, problems such as exposure to accidents such as gas poisoning frequently occur, and measures must be taken after checking the measured data in a limited time, so real-time response is possible. Because this is difficult and dependent on the operator's experience, there is a problem in that accurate and systematic management is difficult to achieve.

Republic of Korea Patent Publication No. 10-0608148, ‘Ubiquitous-based concrete curing management system and method’, (registered on July 26, 2006)

The purpose of the present invention is to provide a concrete curing real-time quality control system using ICT to manage the curing status of poured concrete in real time in order to cure poured concrete to high strength according to the atmospheric environment in winter or summer.

In particular, the purpose of the present invention is to provide a real-time quality control system for concrete curing using ICT to ensure the quality of mass concrete.

The technical problems of the present invention are not limited to the technical problems mentioned above, and other technical problems not mentioned will be clearly understood by those skilled in the art from the description below.

In order to achieve the technical tasks described above, the present invention proposes a real-time quality control system for concrete curing using ICT. The system is based on a plurality of sensors that sense status information including at least one of temperature, humidity, wind speed, and CO concentration for poured mass concrete, and the status information sensed by the plurality of sensors. , a management server that generates control information for controlling the curing process of the poured mass concrete, and in response to the control information generated by the management server, the poured mass in the curing process of the poured mass concrete It includes a curing manager that controls the temperature inside the concrete.

Specifically, the plurality of sensors are installed on a plurality of outer surfaces of the poured mass concrete, or are installed on the outer surfaces of a plurality of temporary structures installed for curing the poured mass concrete.

The curing manager includes at least one of a heater that controls heat applied to the poured mass concrete in response to the control information or a cooler embedded in the poured concrete and circulating a refrigerant in response to the control information. It is characterized by

The management server performs machine learning on the correlation between the temperature, humidity, wind speed, and CO concentration outside the poured mass concrete simultaneously sensed by the plurality of sensors and the temperature inside the poured mass concrete. The control information is generated using artificial intelligence (AI).

The curing manager is located inside the building where the poured mass concrete is curing, the plurality of sensors are respectively installed on the outer surface of three or more poured mass concrete or the outer surface of three or more temporary structures, and the management server is installed on the plurality of sensors. Receive from the curing manager the strengths of three or more signals respectively received by the curing manager, perform triangulation using the strengths of the three or more received signals, and perform triangulation based on the performed triangulation. The method is characterized in that the relative positional relationship between a plurality of sensors and the curing manager is estimated, and the control information is generated by reflecting the estimated relative positional relationship.

It further includes an administrator terminal that outputs at least one of the status information and the control information, wherein the heater includes a non-directional heater disposed on an upper surface of the poured mass concrete, and the management server Guides the manager terminal to the location of the stove for curing the entire poured mass concrete area to a constant curing temperature based on the temperature of the outer surface of the mass concrete or the outer surface of the temporary structure and the positions of the plurality of sensors. It is characterized by

The management server adjusts the position of the stove for curing the entire poured concrete area at a constant curing temperature by weighting it according to the wind speed measured from the plurality of sensors and guides the manager terminal. do.

The heater supplies hot air toward the outer surface of the poured mass concrete or the outer surface of the temporary structure, and includes at least one hot air blower whose direction can be changed under control of the management server, and the management server Characterized in real-time controlling the set temperature of the hot air blower and the direction of the hot air blower based on the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure.

The cooler is embedded in the poured mass concrete and includes a pipe that circulates a refrigerant in response to the control information, and the plurality of sensors are embedded in the poured mass concrete, A measuring unit that measures the temperature inside the poured mass concrete, is connected to the measuring unit and is partially embedded in the poured mass concrete, transmits temperature information measured from the measuring unit, and curing of the poured concrete is completed. It is characterized by comprising a transmission unit that is cut when it is cut and a transmission unit located outside the poured mass concrete, which receives the temperature information measured from the measurement unit by the transmission unit and transmits it to the management server.

The pipes are arranged at regular intervals perpendicular to the poured mass concrete, the measuring unit is disposed between the arranged pipes, and the management server collects the temperature of the measuring unit in real time from the transmitting unit, It is characterized by selectively injecting refrigerant into pipes adjacent to the location of the measuring unit where the collected temperature is measured higher than the preset value.

Specific details of other embodiments are included in the detailed description and drawings.

According to embodiments of the present invention, at least one of temperature, humidity, wind speed, and CO concentration is sensed for poured mass concrete, and control information for optimal curing conditions is generated in real time based on the sensed information, By controlling the curing manager or outputting control information to the manager terminal held by the manager, real-time response according to the atmospheric environment is possible and the curing state of concrete can be managed accurately and systematically.

The effects of the present invention are not limited to the effects mentioned above, and other effects not mentioned can be clearly understood by those skilled in the art from the description of the claims.

1 is a diagram illustrating an example of a concrete curing real-time quality management system according to an embodiment of the present invention.
Figure 2 is a diagram showing an example of a concrete curing real-time quality management system according to another embodiment of the present invention.
Figure 3 is a configuration diagram of a concrete curing real-time quality management system according to an embodiment of the present invention.
Figure 4 is a configuration diagram of a concrete curing real-time quality management system according to another embodiment of the present invention.
Figure 5 is a logical configuration diagram of a management server according to an embodiment of the present invention.
Figure 6 is a hardware configuration diagram of a management server according to an embodiment of the present invention.
Figure 7 is a flowchart showing a concrete curing real-time quality control method according to an embodiment of the present invention.
Figure 8 is an example diagram for explaining a method for estimating the relative positional relationship between a plurality of sensors and a curing manager according to an embodiment of the present invention.
Figure 9 is an exemplary diagram for explaining a method of controlling the direction of a hot air blower according to an embodiment of the present invention.
Figure 10 is an exemplary diagram for explaining a method of controlling refrigerant in a cooler according to an embodiment of the present invention.

It should be noted that the technical terms used in this specification are only used to describe specific embodiments and are not intended to limit the present invention. In addition, the technical terms used in this specification, unless specifically defined in a different way in this specification, should be interpreted as meanings generally understood by those skilled in the art in the technical field to which the present invention pertains, and are not overly comprehensive. It should not be interpreted in a literal or excessively reduced sense. Additionally, if the technical terms used in this specification are incorrect technical terms that do not accurately express the spirit of the present invention, they should be replaced with technical terms that can be correctly understood by those skilled in the art. In addition, general terms used in the present invention should be interpreted according to the definition in the dictionary or according to the context, and should not be interpreted in an excessively reduced sense.

Additionally, as used herein, singular expressions include plural expressions, unless the context clearly dictates otherwise. In this application, terms such as 'consist' or 'have' should not be construed as necessarily including all of the various components or steps described in the specification, and only some of the components or steps are included. It may not be possible, or it should be interpreted as including additional components or steps.

Additionally, terms including ordinal numbers, such as first, second, etc., used in this specification may be used to describe various components, but the components should not be limited by the terms. The above terms are used only for the purpose of distinguishing one component from another. For example, a first component may be referred to as a second component, and similarly, the second component may also be referred to as a first component without departing from the scope of the present invention.

When a component is said to be 'connected' or 'connected' to another component, it may be directly connected to or connected to the other component, but other components may also exist in between. On the other hand, when a component is mentioned as being "'directly connected' or 'directly connected' to another component, it should be understood that there are no other components in between.

Hereinafter, preferred embodiments according to the present invention will be described in detail with reference to the attached drawings. However, identical or similar components will be assigned the same reference numbers regardless of the reference numerals, and duplicate descriptions thereof will be omitted. Additionally, when describing the present invention, if it is determined that a detailed description of related known technologies may obscure the gist of the present invention, the detailed description will be omitted. In addition, it should be noted that the attached drawings are only intended to facilitate easy understanding of the spirit of the present invention, and should not be construed as limiting the spirit of the present invention by the attached drawings. The spirit of the present invention should be construed as extending to all changes, equivalents, or substitutes other than the attached drawings.

Meanwhile, in the winter, because the hydration reaction of concrete does not occur below 5℃, hardening does not occur and strength is not developed. When the water present inside the concrete freezes below 0℃ and then thaws, the strength of the concrete decreases. If it is lost, it becomes a direct cause of collapse. Therefore, in the winter, after pouring concrete, it is necessary to perform curing at an appropriate temperature so that the temperature of the poured concrete does not fall below 5℃. Meanwhile, the winter season can be expressed as a cold season.

Additionally, in the summer, cracks may occur after concrete pouring due to drying shrinkage depending on the influence of temperature, humidity, and wind speed of the poured concrete. In addition, in the case of high-rise buildings, since the temperature, humidity, and wind speed are different depending on the height difference between the upper and lower layers, drying shrinkage cracks are more likely to occur, so a method to check the condition of the poured concrete is more necessary. Meanwhile, the summer season can be expressed as a heatwave.

To this end, existing construction sites use automatic data recording means to measure temperature, humidity, etc., and then workers check the measured data directly on site to determine the work situation and future schedule.

However, in this method, because the manager directly checks and manages the heat source supplied on site, problems such as exposure to accidents such as gas poisoning frequently occur, and measures must be taken after checking the measured data in a limited time, so real-time response is possible. Because this is difficult and dependent on the operator's experience, there is a problem in that accurate and systematic management is difficult to achieve.

In order to overcome these limitations, the present invention seeks to propose various means to manage the curing state of poured concrete in real time in order to cure the poured concrete to the strength required in the design according to the atmospheric environment in winter or summer.

1 is a diagram illustrating an example of a concrete curing real-time quality management system according to an embodiment of the present invention.

Referring to Figure 1, the concrete curing real-time quality control system according to an embodiment of the present invention promotes the reaction of hydration of concrete poured in the winter and prevents water present inside the poured concrete from freezing. To prevent this, curing status can be managed in real time.

For this purpose, the concrete curing real-time quality control system senses status information on poured concrete using a plurality of sensors 100, and provides control information to control the curing process of concrete according to the sensed status information. can be created. Here, the status information may be at least one of temperature, humidity, wind speed, and CO concentration.

For example, poured concrete can be mass concrete. Mass concrete refers to concrete poured for a retaining wall with a member cross-section thickness of 80 cm or more or 50 cm or more with the lower part restrained. Meanwhile, in the following description, mass concrete is used as an example, but it is not limited to this, and various types of concrete can be applied.

The plurality of sensors 100 may be respectively installed on a plurality of outer surfaces of the poured mass concrete, or may be respectively installed on the outer surfaces of a plurality of temporary structures installed for curing the poured mass concrete. Preferably, the plurality of sensors 100 may be installed on each of a plurality of external surfaces of poured mass concrete or walls of a temporary structure.

For example, the temporary structure is constructed by constructing a tent 40 on a gang form (30) to prevent impact or load, or to protect the exposed surface of poured concrete against temperature, heavy rain, frost (snow), sunlight, etc. can protect. Here, the gang form 30 refers to a large form manufactured by integrating the external wall form and the scaffolding cage in a structure such as a high-rise apartment. The tent 40 may be installed to selectively surround the poured concrete area 20 excluding the cured concrete 10 or to surround the entire poured concrete 10 and 20. However, the present invention is not limited to this, and the plurality of sensors 100 may be embedded inside the poured concrete to measure the temperature or humidity inside the poured concrete.

In addition, the concrete curing real-time quality control system can calculate the integrated temperature of the area where each of the plurality of sensors 100 is installed according to the temperature measured from each of the plurality of sensors 100. Here, the accumulated temperature refers to the cumulative value of temperature during the curing period of the poured concrete. In other words, the integrated temperature is a value that quantitatively expresses the effect of curing temperature and curing time on improving the strength of concrete.

This integrated temperature can be calculated through Equation 1 below.

(Here, M is the integrated temperature (°D·D or °D·h), T is the curing temperature of concrete (℃), T0 is the reference temperature (℃), and t is the curing time (hours or days). .)

The concrete curing real-time quality control system can generate control information based on the calculated integrated temperature for each area. In other words, the concrete curing real-time quality control system can determine control information for controlling the curing manager 200 and the time to dismantle the form through the accumulated temperature.

In addition, the concrete curing real-time quality control system can control the temperature inside the poured concrete by controlling the curing manager 200 according to the generated control information.

The curing manager 200 may be a heater that controls the heat applied to the poured mass concrete. For example, heaters may include hot air blowers or heaters. Here, the hot air blower can supply hot air toward the outer surface of the poured mass concrete or the outer surface of the temporary structure, and can change direction under the control of the management server. The stove may be located on the upper surface of the poured mass concrete, and may be a non-directional stove that generates heat through solid fuel such as charcoal such as lignite or gel alcohol. However, it is not limited to this, and the heater may include various heat sources that can apply heat to poured concrete, such as a heating wire.

Figure 2 is a diagram showing an example of a concrete curing real-time quality management system according to another embodiment of the present invention.

Referring to FIG. 2, the concrete curing real-time quality control system according to another embodiment of the present invention can prevent cracks due to the effects of temperature and humidity of mass concrete 50 placed in the summer.

For this purpose, the concrete curing real-time quality control system includes a plurality of sensors 100 embedded inside the poured mass concrete 50, senses state information inside the poured mass concrete 50, and detects the sensed state information. Accordingly, control information to control the curing process of concrete can be generated.

Here, the plurality of sensors 100 may include a measuring unit 110, a transmitting unit 120, and a transmitting unit 130.

The measuring unit 110 is embedded inside the poured mass concrete 50 and can measure the temperature and humidity inside the poured mass concrete 50. Preferably, the measuring part 110 may be located between adjacent pipes 230 arranged for curing or at the center of the poured mass concrete 50. The measurement unit 110 may be a thermometer and a hygrometer for measuring the internal temperature of the poured mass concrete 50, and transmits the temperature to the transmission unit 130 through the transmission unit 120. Information and humidity information can be transmitted.

The transmission unit 120 is connected to the measuring unit 110, is partially embedded in the poured mass concrete 50, and can transmit temperature information and humidity information measured by the measuring unit 110. Here, the transmission unit 120 may be a cable for transmitting a signal containing temperature information measured from the measurement unit 110 to the transmission unit 130. The transmission unit 120 is cut when the curing of the poured mass concrete 50 is completed, and is not separately recovered but remains embedded in the poured mass concrete 50.

The transmission unit 130 is located outside the poured mass concrete 50 and can receive the temperature information and humidity information measured from the measurement unit 110 by the transmission unit 120 and transmit them to the management server. Here, the transmission unit 130 may transmit the temperature information and humidity information measured by the measurement unit 110 using wireless communication. The transmission unit 130 can be reused by cutting the transmission unit 120 and then connecting a new transmission unit and a measurement unit.

In addition, the concrete curing real-time quality control system can cool the poured mass concrete 50 using the curing manager 200 according to the temperature measured from the plurality of sensors 100. Here, the curing manager 200 may be embedded within the poured mass concrete 50 and may include a cooler that circulates refrigerant in response to control information. Here, the cooler is embedded inside the poured mass concrete 50 and includes a pipe (230) for circulating the refrigerant in response to control information, a circulation unit (240) that provides power to circulate the refrigerant, and a circulation unit ( It may be configured to include a connection pipe 250 that supplies refrigerant from the pipe 240 to the pipe 230.

The pipes 230 are arranged to be spaced apart from the poured mass concrete 50 at regular intervals, vertically or horizontally, and are connected to each other by the connection pipe 250, so that the poured mass concrete 50 can be cooled. . That is, the pipe 230 may be a plurality of pipes formed in a 'U' or 'zigzag' shape. The plurality of pipes may be installed before the poured mass concrete 50 is poured, may be embedded within the concrete during the pouring process, and may be installed with the upper portion partially exposed to the outside. Here, the exposed portions may be connected to each other by a connector 250. However, the present invention is not limited to this, and the plurality of pipes may independently circulate the refrigerant without being connected to each other. At this time, the plurality of pipes can independently receive refrigerant through valves. Through this, the concrete quality real-time management system can individually control temperature for each area of the poured mass concrete 50.

Figure 3 is a configuration diagram of a concrete curing real-time quality management system according to an embodiment of the present invention, and Figure 4 is a configuration diagram of a concrete curing real-time quality management system according to another embodiment of the present invention.

As shown in Figure 3, the concrete curing real-time quality control system according to an embodiment of the present invention includes a plurality of sensors (100-1, 100-2 ?? 100-n, 100), a curing manager 200, and a management system. It may be configured to include a server 300 and an administrator terminal 400.

As shown in FIG. 3, a plurality of sensors 100, a curing manager 200, and a management server 300 may be connected through wire communication. In this case, the concrete curing real-time quality control system according to an embodiment of the present invention can ensure the reliability of collecting data (temperature, humidity, wind speed, etc.) for curing management.

As shown in FIG. 4, a plurality of sensors 100, a curing manager 200, and a management server 300 may be connected through wireless communication. For this purpose, the concrete curing real-time quality control system is a network hub for relaying (pass through) wireless signals transmitted from a plurality of sensors (100-1, 100-2 ?? 100-n, 100) and the curing manager (200). It may be configured to further include (network hub, 20). However, it is not limited to this, and the plurality of sensors 100 and the curing manager 200 may be configured to individually transmit signals to the management server 300 without going through the hub 20.

As such, since the components of the concrete curing real-time quality management system according to the embodiments of the present invention merely represent functionally distinct elements, any one or more components may be integrated and implemented with each other in an actual physical environment.

To describe each component of the concrete curing real-time quality control system in more detail, the plurality of sensors 100 are installed on a plurality of outer surfaces of the poured mass concrete, or a plurality of temporary sensors installed for curing the poured mass concrete. Each can be installed on the outer surface of the structure. For example, the plurality of sensors 100 may be installed on a plurality of external surfaces of poured mass concrete or on each wall of a temporary structure.

That is, the temperature, humidity, and wind speed of the plurality of external surfaces of poured mass concrete or the wall surface of the temporary structure may be different depending on the wind direction, wind speed, position of the sun, etc. Accordingly, the plurality of sensors 100 may sense status information including at least one of temperature, humidity, and wind speed of each wall surface. Additionally, a plurality of sensors may measure CO concentration resulting from solid fuel combustion.

Additionally, the plurality of sensors 100 may be embedded inside the poured mass concrete to measure the temperature and humidity inside the poured mass concrete.

In other words, poured mass concrete refers to concrete poured for a retaining wall with a cross-section thickness of 80 cm or more or 50 cm or more with the lower part restrained, and hydration heat is generated during the curing process in proportion to the thickness. As a result, the poured mass concrete experiences a decrease in strength, such as cracks due to heat of hydration. Accordingly, the plurality of sensors 100 are embedded within the poured mass concrete, and can accurately measure the heat of hydration inside the poured mass concrete.

In addition, the plurality of sensors 100 may be configured to include a power on/off function, a time setting function, an identifier setting function, a battery charging and remaining power display function, and a warning light emitting function.

With the following configuration, the curing manager 200 can control the temperature inside the poured mass concrete during the curing process of the poured mass concrete in response to the control information generated by the management server 300. The curing manager 200 is a heater that controls the heat applied to the poured mass concrete in response to the control information generated by the management server 300 or is embedded inside the poured concrete and circulates the refrigerant in response to the control information. It may include one or more of the coolers.

This curing manager 200 may be a heater that controls heat applied to the exposed upper surface of the poured mass concrete. For example, the heater may include a heater or stove. Here, the hot air blower can supply hot air toward the outer surface of the poured mass concrete or the outer surface of the temporary structure, and can change direction under the control of the management server. The stove can be located on the exposed upper surface of poured mass concrete, and can be a non-directional stove that generates heat through solid fuel such as charcoal such as lignite or gel alcohol. However, it is not limited to this, and the heater may include various heat sources that can apply heat to the exposed upper surface of the poured concrete, such as a heating wire.

Additionally, the curing manager 200 may be embedded within the poured mass concrete and include a cooler that circulates refrigerant in response to control information. Here, as described above, the cooler is embedded inside the poured mass concrete, and includes a pipe that circulates the refrigerant in response to control information, a circulation section that provides power to circulate the refrigerant, and a circulation section that supplies the refrigerant to the pipe. It can be configured to include a connector.

The pipes may be arranged to be spaced apart from the poured mass concrete 50 at regular intervals, vertically or horizontally, and may communicate with each other through a connection pipe. That is, the pipe may be a plurality of pipes formed in a 'U' or 'zigzag' shape. A plurality of pipes may be installed in the poured mass concrete before pouring, may be buried during the pouring process, and may be installed with the upper part partially exposed to the outside. Here, the exposed portions may be connected to each other by a connector. However, the present invention is not limited to this, and the plurality of pipes may independently circulate the refrigerant without being connected to each other. At this time, the plurality of pipes may be connected to each other independently from the circulation unit by a plurality of connection pipes. Through this, the concrete quality real-time management system can individually control temperature for each area of poured mass concrete.

In the following configuration, the management server 300 can generate control information for controlling the curing process of poured mass concrete based on the state information sensed by the plurality of sensors 100.

Specifically, the management server 300 uses machine learning to determine the correlation between the temperature, humidity, wind speed, and CO concentration outside the poured mass concrete simultaneously sensed by the plurality of sensors 100 and the temperature inside the poured mass concrete. Control information can be generated using machine learning artificial intelligence (AI).

In addition, the management server 300 receives from the curing manager 200 the strengths of three or more signals each received by the curing manager 200 from the plurality of sensors 100, and uses the strengths of the three or more signals received to form a triangular Triangulation can be performed, the relative positional relationship between the plurality of sensors 100 and the curing manager 200 can be estimated based on the performed triangulation, and control information can be generated by reflecting the estimated relative positional relationship. there is.

Additionally, the management server 300 may calculate the integrated temperature of the area where each of the plurality of sensors 100 is installed according to the temperature measured from each of the plurality of sensors 100. Here, the accumulated temperature refers to the cumulative value of temperature during the curing period of the poured concrete. In other words, the integrated temperature is a value that quantitatively expresses the effect of curing temperature and curing time on improving the strength of concrete. The management server 300 may generate control information based on the calculated integrated temperature for each area. That is, the management server 300 can determine control information for controlling the curing manager 200 and the time to dismantle the form, etc. through the accumulated temperature.

In addition, the management server 300 operates a stove for curing the entire poured mass concrete area to a constant curing temperature based on the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure and the positions of the plurality of sensors 100. The location can be guided to the administrator terminal 400.

In addition, the management server 300 readjusts the position of the stove for curing the entire poured concrete area to a constant curing temperature by assigning a weight according to the wind speed measured from the plurality of sensors 100 to adjust the position of the stove to the manager terminal 400. You can guide.

Additionally, the management server 300 can control the set temperature of the hot air blower and the direction of the hot air blower in real time based on the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure.

In addition, the management server 300 collects the temperature and humidity of the poured mass concrete in real time from a plurality of sensors 100, and selectively detects the location of the sensor and neighboring pipes where the collected temperature and humidity are measured higher than the preset value. Refrigerant can be injected.

The management server 300 is not limited to the term server, and may be any one of fixed computing devices such as a desktop, workstation, or server.

In the following configuration, the manager terminal 400 is a terminal that can immediately check real-time information on concrete quality management. For example, the manager terminal 400 may be a mobile communication terminal carried by a construction manager or person in charge present at a construction site, but is not limited to this.

As such, the manager terminal 400 may receive at least one of status information and control information from the management server 300 and output it on the screen.

As shown in FIG. 3, when a plurality of sensors 100, a curing manager 200, and a management server 300 according to an embodiment of the present invention are connected through wired communication, the plurality of sensors 100 and the curing manager 300 are connected by wired communication. (200) and management server 300 may form a closed network using a dedicated cable. Alternatively, the plurality of sensors 100, the curing manager 200, and the management server 300 may form an open network using a public wired communication network. In this case, the public wired communication network is a network using Ethernet, x Digital Subscriber Line (xDSL), Hybrid Fiber Coax (HFC), or Fiber To The Home (FTTH). It may be, but is not limited to this.

As shown in FIG. 4, when a plurality of sensors 100, a curing manager 200, and a management server 300 according to another embodiment of the present invention are connected through wireless communication, the plurality of sensors 100 and the curing manager 300 are connected by wireless communication. (200) and the management server 300 can transmit and receive data using a short-range wireless communication network or a mobile communication network. In this case, the short-range wireless communication network may be any one of Bluetooth, Zigbee, Near Field Communication (NFC), Wi-Fi, Wimax, and Wibro, but is not limited thereto. In addition, mobile communication networks include Code Division Multiple Access (CDMA), Wideband CDMA (WCDMA), High Speed Packet Access (HSPA), and Long Term Evolution (Long Term Evolution). LTE), but is not limited to this.

In addition, the plurality of sensors 100, the curing manager 200, the management server 300, and the manager terminal 400 according to embodiments of the present invention collect data using a combination of one or more of a public wired communication network or a mobile communication network. can be sent and received.

Hereinafter, the configuration of the management server 300 as described above will be described in more detail.

Figure 5 is a logical configuration diagram of a management server according to an embodiment of the present invention.

As shown in FIG. 5, the management server 300 includes a communication unit 305, an input/output unit 310, a machine learning unit 315, a location estimation unit 320, a location guide unit 325, and a manager control unit 330. ) may be configured to include.

As such, since the components of the management server 300 merely represent functionally distinct elements, any one or more components may be integrated and implemented with each other in an actual physical environment.

To describe each component of the management server 300 in more detail, the communication unit 305 can transmit and receive data with a plurality of sensors 100, the curing manager 200, and the manager terminal 400.

Specifically, the communication unit 305 may receive status information measured by the plurality of sensors 100 from the plurality of sensors 100 . For example, the communication unit 305 may receive at least one of temperature, humidity, wind speed, and CO concentration from the plurality of sensors 100.

Additionally, the communication unit 305 may control the curing manager 200 by transmitting control information generated according to state information received from the plurality of sensors 100 to the curing manager 200.

Additionally, the communication unit 305 may transmit status information received from the plurality of sensors 100, generated control information, or guide information to the manager terminal 400.

With the following configuration, the input/output unit 310 can receive the installation location of the plurality of sensors 100 and the identifiers of the plurality of installed sensors 100 from the user.

Additionally, the input/output unit 310 may output status information received from the plurality of sensors 100. That is, the input/output unit 310 may output at least one of temperature, humidity, wind speed, and CO concentration.

Additionally, the input/output unit 310 may output control information generated according to status information received from the plurality of sensors 100. That is, the input/output unit 310 may output the information analyzed based on the status information received from the plurality of sensors 100 in the form of a report.

In the following configuration, the machine learning unit 315 determines the correlation between the temperature, humidity, wind speed, and CO concentration outside the poured mass concrete simultaneously sensed by the plurality of sensors 100 and the temperature inside the poured mass concrete. Control information can be generated using machine learning artificial intelligence (AI).

That is, the machine learning unit 315 determines the temperature, humidity, wind speed, and CO concentration outside the poured mass concrete collected at each construction site, the temperature inside the poured concrete according to the collected temperature, humidity, wind speed, and CO concentration, It can include machine-learned artificial intelligence with training data including concrete conditions such as humidity. Here, the learning data may be data collected from each construction site or may be data collected through a separate experiment.

For example, the machine learning unit 315 inputs the temperature, humidity, wind speed, and CO concentration outside the poured mass concrete collected from the plurality of sensors 100 into artificial intelligence to determine the poured mass concrete as required in the design. The optimal temperature for intensive curing can be estimated, and control information for controlling the curing manager 200 can be generated based on the estimated temperature.

In the following configuration, the position estimation unit 320 receives from the curing manager 200 the strengths of three or more signals each received by the curing manager 200 from the plurality of sensors 100, and determines the strengths of the three or more signals received. Triangulation is performed using triangulation, the relative positional relationship between the plurality of sensors 100 and the curing manager 200 is estimated based on the performed triangulation, and the estimated relative positional relationship is reflected to provide control information. can be created. At this time, the curing manager 200 is located inside the building where the poured mass concrete is curing, and the plurality of sensors 100 may be installed on the outer surface of three or more poured mass concrete or the outer surface of three or more temporary structures.

Meanwhile, specific details about the position estimation method of the position estimation unit 320 will be described later with reference to FIG. 8.

In the following configuration, the position guide unit 325 cures the entire poured mass concrete area at a constant curing temperature based on the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure and the positions of the plurality of sensors 100. The location of the stove can be guided to the manager terminal 400.

Specifically, the position guide unit 325 assigns a weight to the temperature measured from each sensor based on the relative positional relationship between the plurality of sensors 100 and the curing manager 200 estimated from the position estimation unit 320. , the location of the stove for curing the entire poured mass concrete area at a constant curing temperature can be guided to the manager terminal 400. Here, the position guide unit 325 may estimate the optimal position of the stove for curing the entire poured mass concrete area at a constant curing temperature through the machine learning unit 315 and guide the manager terminal 400.

The location guide unit 325 can output the current location of the stove on the screen of the manager terminal 400 and display a path moving from the current location of the stove to the estimated optimal location of the stove on a virtual map.

For example, the position guide unit 325 generates a floor plan of a building in which poured mass concrete is expressed based on the plurality of sensors 100, and determines the positions of the plurality of sensors 100 and the current position of the stove on the floor plan. By displaying the optimal position of the stove, the manager holding the manager terminal 400 can be guided to move the stove to the optimal position.

In addition, the position guide unit 325 readjusts the position of the stove for curing the entire poured concrete area to a constant curing temperature by giving a weight according to the wind speed measured from the plurality of sensors 100, thereby adjusting the position of the stove to the manager terminal 400. ) can be guided.

The manager control unit 330 can control the set temperature of the hot air blower and the direction of the hot air blower in real time based on the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure.

Specifically, the manager control unit 330 receives the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure in real time from the plurality of sensors 100, and determines the direction of the heater aimed in one direction in real time based on the received temperature. By controlling, it is possible to ensure that the entire poured mass concrete area is cured at a constant curing temperature.

In addition, the manager control unit 330 collects the temperature and humidity of the poured mass concrete in real time from a plurality of sensors 100, and selectively detects the location of the sensor and neighboring pipes where the collected temperature and humidity are measured higher than the preset value. Refrigerant can be injected.

Meanwhile, specific details regarding the selective refrigerant injection of the manager control unit 330 will be described later with reference to FIG. 10.

Hereinafter, hardware for implementing the logical components of the management server 300 as described above will be described in more detail.

Figure 6 is a hardware configuration diagram of a management server according to an embodiment of the present invention.

As shown in FIG. 6, the management server 300 includes a processor (350), a memory (355), a transceiver (360), an input/output device (365), and a data bus (Bus). , 370) and storage (Storage, 375).

The processor 350 may implement the operations and functions of the management server 300 based on instructions according to the software 380a in which the concrete curing real-time quality control method is implemented, which resides in the memory 355. Software 380a implementing a safety evaluation method may be loaded in the memory 355. The transceiver 360 can transmit and receive signals with a plurality of sensors 100, the curing manager 200, and the manager terminal 400. The input/output device 365 can receive data required for the operation of the management server 300 and output status information and safety evaluation results. The data bus 370 is connected to the processor 350, memory 355, transceiver 360, input/output device 365, and storage 375, and forms a moving path for transferring data between each component. can perform its role.

The storage 375 may store an application programming interface (API), a library file, a resource file, etc. required to execute the software 380a implementing a real-time concrete quality management method. The storage 375 may store software 380b in which a real-time concrete quality management method is implemented. In addition, the storage 375 includes information for managing the plurality of sensors 100, temperature, humidity, wind speed, and CO concentration outside the poured mass concrete simultaneously sensed by the plurality of sensors 100, and the poured mass concrete It may include a database 385 in which machine learned correlations between internal temperatures are stored.

Software 380a, 380b for implementing a real-time concrete quality management method residing in the memory 355 or stored in the storage 375 measures the temperature of the poured mass concrete from the plurality of sensors 100, Receiving status information including at least one of humidity, wind speed, and CO concentration, and controlling the curing process of poured mass concrete based on the status information sensed by the plurality of sensors 100. A computer recorded on a recording medium to execute the step of generating information and transmitting the generated control information to the curing manager 200 to control the temperature inside the poured mass concrete during the curing process of the poured mass concrete. It can be a program.

More specifically, the processor 350 may include an application-specific integrated circuit (ASIC), another chipset, a logic circuit, and/or a data processing device. The memory 355 may include read-only memory (ROM), random access memory (RAM), flash memory, a memory card, a storage medium, and/or other storage devices. The transceiver 360 may include a baseband circuit for processing wired and wireless signals. The input/output device 365 includes input devices such as a keyboard, mouse, and/or joystick, a liquid crystal display (LCD), an organic light emitting diode (OLED), and/ Alternatively, it may include an image output device such as an active matrix OLED (AMOLED), a printing device such as a printer, a plotter, etc.

When the embodiments included in this specification are implemented as software, the above-described method may be implemented as a module (process, function, etc.) that performs the above-described function. The module resides in memory 355 and can be executed by processor 350. Memory 355 may be internal or external to processor 350 and may be coupled to processor 350 by a variety of well-known means.

Each component shown in FIG. 6 may be implemented by various means, for example, hardware, firmware, software, or a combination thereof. In the case of implementation by hardware, an embodiment of the present invention includes one or more Application Specific Integrated Circuits (ASICs), Digital Signal Processors (DSPs), Digital Signal Processing Devices (DSPDs), Programmable Logic Devices (PLDs), and FPGAs ( Field Programmable Gate Arrays), processor, controller, microcontroller, microprocessor, etc.

In addition, in the case of implementation by firmware or software, an embodiment of the present invention is implemented in the form of a module, procedure, function, etc. that performs the functions or operations described above, and is stored on a recording medium readable through various computer means. can be recorded Here, the recording medium may include program instructions, data files, data structures, etc., singly or in combination. Program instructions recorded on the recording medium may be those specifically designed and constructed for the present invention, or may be known and available to those skilled in the art of computer software. For example, recording media include magnetic media such as hard disks, floppy disks and magnetic tapes, optical media such as CD-ROM (Compact Disk Read Only Memory) and DVD (Digital Video Disk), and floptical media. It includes magneto-optical media such as floptical disks, and hardware devices specially configured to store and execute program instructions such as ROM, RAM, flash memory, etc. Examples of program instructions may include machine language code such as that created by a compiler, as well as high-level language code that can be executed by a computer using an interpreter, etc. Such hardware devices may be configured to operate as one or more software to perform the operations of the present invention, and vice versa.

Hereinafter, the real-time quality control method for concrete curing through the above-described management server 300 will be described in detail.

Figure 7 is a flowchart showing a concrete curing real-time quality control method according to an embodiment of the present invention.

Referring to FIG. 7, the management server may receive status information including at least one of temperature, humidity, wind speed, and CO concentration for the poured mass concrete from a plurality of sensors (S110).

At this time, in the winter, the management server can receive status information from a plurality of sensors installed on each of the outer surfaces of the poured mass concrete or on the outer surfaces of a plurality of temporary structures installed for curing the poured mass concrete. there is. Additionally, in the summer, the management server may receive status information from a plurality of sensors embedded in the poured mass concrete.

Next, the management server may generate control information based on status information received from a plurality of sensors (S120).

At this time, the management server uses artificial intelligence to machine-learn the correlation between the temperature, humidity, wind speed, and CO concentration outside the poured mass concrete simultaneously sensed by multiple sensors and the temperature inside the poured mass concrete. (Artificial Intelligence, AI) can be used to generate control information.

In other words, the management server records the temperature, humidity, wind speed, and CO concentration outside the poured mass concrete collected at each construction site, and the temperature, humidity, etc. inside the poured concrete according to the collected temperature, humidity, wind speed, and CO concentration. It can include machine-learned artificial intelligence with training data that includes states. Here, the learning data may be data collected from each construction site or may be data collected through a separate experiment.

For example, the management server inputs the temperature, humidity, wind speed, and CO concentration outside the poured mass concrete sensed from multiple sensors into artificial intelligence to determine the optimal level for curing the poured mass concrete to the strength required by the design. The temperature can be estimated and control information for controlling the curing manager based on the estimated temperature can be generated.

In addition, the management server receives from the curing manager the strengths of three or more signals each received by the curing manager from a plurality of sensors, performs triangulation using the strengths of the three or more signals received, and performs triangulation Based on , the relative positional relationship between the plurality of sensors and the curing manager can be estimated, and control information can be generated by reflecting the estimated relative positional relationship.

Additionally, the management server may control the curing manager based on the generated control information or transmit guide information to the manager terminal (S130).

At this time, the management server guides the administrator terminal to the location of the stove for curing the entire poured mass concrete area to a constant curing temperature based on the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure and the positions of the plurality of sensors. can do.

Specifically, the management server assigns weight to the temperature measured from each sensor based on the relative positional relationship between the estimated plurality of sensors and the curing manager, and sets the temperature of the stove to cure the entire poured mass concrete area to a constant curing temperature. The location can be guided to the administrator terminal.

Additionally, the management server can output the current location of the stove on the screen of the manager terminal and display the path from the current location of the stove to the estimated optimal location of the stove on a virtual map. For example, the management server generates a floor plan of a building in which poured mass concrete is expressed based on a plurality of sensors, displays the positions of the plurality of sensors, the current position of the stove, and the optimal position of the stove on the floor plan, so that the manager can The manager holding the terminal can guide the stove to move to the optimal location.

In addition, the management server can guide the manager terminal by readjusting the position of the stove for curing the entire poured concrete area at a constant curing temperature by assigning a weight according to the wind speed measured from a plurality of sensors.

Additionally, the management server can control the set temperature of the hot air blower and the direction of the hot air blower in real time based on the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure.

Specifically, the management server receives in real time the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure from a plurality of sensors, and controls the direction of the hot air blower oriented in one direction in real time based on the received temperature, The entire mass concrete area can be cured at a constant curing temperature.

In addition, the management server can collect the temperature and humidity of poured mass concrete in real time from a plurality of sensors and selectively inject refrigerant into pipes adjacent to the location of the sensor where the collected temperature and humidity are measured higher than the preset value. there is.

Figure 8 is an example diagram for explaining a method for estimating the relative positional relationship between a plurality of sensors and a curing manager according to an embodiment of the present invention.

Referring to Figure 8, the management server defines the coordinates (latitude, longitude) of each of the plurality of sensors (S1, S2, S3) as (x1, y1), (x2, y2), (x3, y3), and The position of the manager 200 is defined as (x, y), and the distance from the plurality of sensors (S1, S2, S3) to the curing manager is defined as (d1, d2, d3).

At this time, the distance from the plurality of sensors (S1, S2, S3) to the curing manager 200 can be calculated using Equation 2 below.

Here, as shown in Equation 3 below, the curing manager 200 and the plurality of sensors are The distance between (S1, S2, S3) can be calculated. At this time, the loss of the signal transmitted by the curing manager 200 can be calculated and expressed as a distance equation.

(Here, L is the loss of the signal transmitted by the curing manager)

At this time, in Equation 3, the loss of the signal transmitted by the curing manager 200 can be calculated using the difference between the signal transmission strength of the plurality of sensors (S1, S2, and S3) and the AP signal strength received by the curing manager 200. You can. Here, λ, which means the wavelength of radio waves, uses the same units as d, and can be expressed as the speed of light and frequency using Equation 3 below.

Therefore, if Equation 4 is expressed in the distance d between two points, it can be expressed as Equation 4 below.

Then, the distances (d1, d2, d3) between the plurality of sensors (S1, S2, S3) and the curing manager 200 are calculated through Equation 5, and when this is substituted into Equation 1, the current of the curing manager 200 is obtained. Position coordinates can be calculated.

Figure 9 is an exemplary diagram for explaining a method of controlling the direction of a hot air blower according to an embodiment of the present invention.

Referring to FIG. 9, the management server can control the first heater 210-1 and the second heater 210-2 pointing in different directions. Here, the first hot air blower 210-1 and the second hot air blower 210-2 can supply hot air toward the outer surface of the poured mass concrete or the outer surface of the temporary structure, and can perform a direction change under the control of the management server. there is.

The management server can control the set temperature and direction of the first hot air blower 210-1 and the second hot air blower 210-2 in real time based on the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure.

Specifically, the management server receives the temperature of the outer surface of the poured mass concrete or the outer surface of the temporary structure in real time from a plurality of sensors (S1, S2, S3, S4), and orients the first sensor in one direction based on the received temperature. By controlling the directions of the hot air blower 210-1 and the second hot air blower 210-2 in real time, the entire poured mass concrete area can be cured at a constant curing temperature.

For example, when the temperature of the first sensor (S1) is lower than a preset value, the management server directs the first heater (200-1) toward the fourth sensor (S4) whose temperature is measured to be relatively high. can be switched to the direction of the first sensor (S1). At this time, the management server changes the direction of the first heater (200-1) by weighting the temperature measured from the plurality of sensors (S1, S2, S3, S4) to the angle of the first heater (200-1). can do.

Figure 10 is an exemplary diagram for explaining a method of controlling refrigerant in a cooler according to an embodiment of the present invention.

Referring to FIG. 10, the management server collects the temperature inside the poured mass concrete in real time from a plurality of sensors (S1, S2, S3) provided between pipes arranged vertically with respect to the poured mass concrete. You can.

Additionally, the management server can selectively inject refrigerant into pipes adjacent to the location of the sensor where the collected temperature is measured higher than the preset value. At this time, the management server can selectively supply or recover the refrigerant by controlling the valves (v1, v2, v3, and v4) for selectively supplying or recovering the refrigerant.

Additionally, the management server can control the temperature of the supplied refrigerant.

For example, if the temperature of the first sensor (S1) and the third sensor (S3) is higher than the preset value, the management server detects the first sensor (S1) and the second sensor (S2), excluding the neighboring pipe. By selectively supplying or recovering refrigerant to pipes adjacent to the third sensor S3 and controlling the temperature of the supplied refrigerant, the entire area of the poured mass concrete can be cured at a constant temperature.

As described above, although preferred embodiments of the present invention have been disclosed in the specification and drawings, it is known in the technical field to which the present invention belongs that other modifications based on the technical idea of the present invention are possible in addition to the embodiments disclosed herein. It is self-evident to those with ordinary knowledge. In addition, although specific terms are used in the specification and drawings, they are merely used in a general sense to easily explain the technical content of the present invention and aid understanding of the invention, and are not intended to limit the scope of the present invention. Accordingly, the above detailed description should not be construed as restrictive in all respects and should be considered illustrative. The scope of the present invention should be determined by reasonable interpretation of the appended claims, and all changes within the equivalent scope of the present invention are included in the scope of the present invention.

In addition, a device or terminal according to the present invention can be driven by instructions that cause one or more processors to perform the functions and processes described above. For example, such instructions may include interpreted instructions, such as script instructions such as JavaScript or ECMAScript instructions, executable code, or other instructions stored on a computer-readable medium. Furthermore, the device according to the present invention may be implemented in a distributed manner over a network, such as a server farm, or may be implemented in a single computer device.

In addition, a computer program (also known as a program, software, software application, script or code) mounted on the device according to the present invention and executing the method according to the present invention includes a compiled or interpreted language or an a priori or procedural language. It can be written in any form of programming language, and can be deployed in any form, including as a stand-alone program, module, component, subroutine, or other unit suitable for use in a computer environment. Computer programs do not necessarily correspond to files in a file system. A program may be stored within a single file that serves the requested program, or within multiple interacting files (e.g., files storing one or more modules, subprograms, or portions of code), or as part of a file that holds other programs or data. (e.g., one or more scripts stored within a markup language document). The computer program may be deployed to run on a single computer or multiple computers located at one site or distributed across multiple sites and interconnected by a communications network.

In addition, in describing embodiments according to the present invention, operations are depicted in the drawings in a specific order, but this means that in order to obtain desirable results, such operations must be performed in the specific order or sequential order shown, or all of the illustrated operations must be performed. They should not be understood as something that must be done. In certain cases, multitasking and parallel processing may be advantageous. Additionally, the separation of various system components in the above-described embodiments should not be construed as requiring such separation in all embodiments, and the described program components and systems may generally be integrated together into a single software product or packaged into multiple software products. You must understand that it is possible.

100: Multiple sensors 200: Curing manager
300: Management Server 400: Administrator Terminal
305: communication unit 310: input/output unit
315: machine learning unit 320: location estimation unit
325: Position guide unit 330: Manager control unit

Claims (10)

A plurality of sensors that sense status information including at least one of temperature, humidity, wind speed, and CO concentration for poured concrete;
a management server that generates control information for controlling a curing process of the poured mass concrete, based on state information sensed by the plurality of sensors; and
a curing manager that controls the temperature inside the poured concrete during the curing process of the poured concrete in response to control information generated by the management server; Concrete curing real-time quality control system including. According to claim 1,
The plurality of sensors are
A concrete curing real-time quality control system, characterized in that it is installed on each of the plurality of outer surfaces of the poured concrete or on the outer surfaces of a plurality of temporary structures installed for curing the poured concrete. The method of claim 1, wherein the curing manager
Characterized in that it includes at least one of a heater that controls heat applied to the poured concrete in response to the control information or a cooler embedded in the poured concrete and circulating a refrigerant in response to the control information. Concrete curing real-time quality control system. The method of claim 2, wherein the management server
The correlation between the temperature, humidity, wind speed, and CO concentration outside the poured concrete simultaneously sensed by the plurality of sensors and the temperature inside the poured concrete is machine learned using artificial intelligence (Artificial Intelligence). A concrete curing real-time quality management system, characterized in that the control information is generated using AI). The method of claim 2, wherein the curing manager
The poured concrete is located inside the building being cured,
The plurality of sensors are
It is installed on the outer surface of three or more poured concrete or on the outer surface of three or more temporary structures, respectively,
The management server is
Receive from the curing manager the strengths of three or more signals each received by the curing manager from the plurality of sensors, perform triangulation using the strengths of the three or more received signals, and perform the triangulation A concrete curing real-time quality management system, characterized in that the relative positional relationship between the plurality of sensors and the curing manager is estimated based on and the control information is generated by reflecting the estimated relative positional relationship. According to clause 5,
an administrator terminal outputting at least one of the status information and the control information; It further includes,
The heater is
It includes a non-directional heater disposed on the upper surface of the poured concrete,
The management server is
Guides the manager terminal to the location of the stove for curing the entire area of the poured concrete to a constant curing temperature based on the temperature of the outer surface of the poured concrete or the outer surface of the temporary structure and the positions of the plurality of sensors. Characterized by a concrete curing real-time quality management system. The method of claim 6, wherein the management server
Concrete curing, characterized in that the position of the stove for curing the entire area of the poured concrete at a constant curing temperature is weighted according to the wind speed measured from the plurality of sensors to readjust the position and guide the manager terminal. Real-time quality control system. The method of claim 3, wherein the heater
At least one hot air blower that supplies hot air toward the outer surface of the poured concrete or the outer surface of the temporary structure and whose direction can be changed under control of the management server,
The management server is
A concrete curing real-time quality control system, characterized in that the set temperature of the hot air blower and the direction of the hot air blower are controlled in real time based on the temperature of the outer surface of the poured concrete or the outer surface of the temporary structure. The method of claim 3, wherein the cooler
It is buried inside the poured concrete and includes a circulating pipe that circulates the refrigerant in response to the control information,
The plurality of sensors are
a measuring unit embedded in the poured concrete to measure the temperature inside the poured concrete;
a transmission part connected to the measuring part, partially embedded in the poured concrete, transmitting temperature information measured from the measuring part, and cut when curing of the poured concrete is completed; and
a transmitting unit located outside the poured concrete, which receives temperature information measured from the measuring unit by the transmitting unit and transmits it to the management server; A concrete curing real-time quality management system comprising: The method of claim 9, wherein the pipe
Arranged at regular intervals perpendicular to the poured concrete,
The measuring part
disposed between the arranged pipes,
The management server is
A concrete curing real-time quality control system, characterized in that it collects the temperature of the measuring part from the transmission unit in real time and selectively injects refrigerant into pipes adjacent to the position of the measuring part where the collected temperature is measured higher than a preset value. .

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