KR-20260066442-A - JACK SUPPORT MONITORING SYSTEM AND METHOD

Abstract

The present invention discloses a jack support monitoring system comprising: a sensing device installed on a jack support that supports the load of concrete curing after concrete pouring, and which generates sensing data in real time regarding the installation, maintenance, and fluctuation of said jack support; a communication device that transmits and receives said sensing data via a wireless network; and a safety management server that analyzes said sensing data, wherein the safety management server determines the safety level of said building through the analysis of said sensing data. According to the present invention, it is possible to monitor whether the minimum installation time of the jack support required for concrete curing is observed depending on the type of concrete and the temperature.

Inventors

• 김영평
• 강백구
• 박종승
• 김민영

Assignees

• 주식회사 아이티원

Dates

Publication Date

20260512

Application Date

20241104

Claims (11)

1. A sensing device that generates real-time sensing data for monitoring the installation, maintenance, and removal of jack supports that support the load of concrete during curing; A communication device that transmits and receives the above sensing data through a wireless network; and It includes a safety management server that analyzes the received sensing data, and The above safety management server is, Configured to determine the safety of the poured concrete through the analysis of the above sensing data, Jack Support Monitoring System.
2. In claim 1, The above jack support is installed to support the ceiling or beam of a building during concrete curing, and The above sensing device is characterized by being installed so as to be detachably attached to the above jack support. Jack Support Monitoring System.
3. In claim 1, the sensing device is, It includes a tilt sensor installed directionally on the above jack support, and The above sensing data is characterized by including tilt data of the jack support collected by the tilt sensor. Jack Support Monitoring System.
4. In claim 2, the sensing device is, It includes a vibration sensor that measures vibrations transmitted to the jack support, and The above sensing data is characterized by including vibration data of the jack support collected by the vibration sensor. Jack Support Monitoring System.
5. In claim 1, the safety management server is, A device configured to determine the sensing time of the sensing device that monitors the installation, maintenance, and removal of the jack support using the above sensing data. Jack Support Monitoring System.
6. In claim 1, The above sensing device includes unique ID information, and The above safety management server is configured to collect and store ID information of the above sensing device, Jack Support Monitoring System. The above safety management server is configured to collect and store installation information and ID information regarding the jack support on which the sensing device is installed. Jack Support Monitoring System.
7. In claim 2, the sensing device is, Groups of sensing devices installed on each floor are configured to be distinguished from one another by color or marking, Jack Support Monitoring System.
8. In claim 1, the safety management server is, A data analysis unit that analyzes the sensing data for monitoring the installation, maintenance, and removal of the jack support; and A safety diagnosis unit configured to diagnose the safety of the concrete using the results of the analysis of the above sensing data, Jack Support Monitoring System.
9. In claim 8, the data analysis unit, A time determination unit that determines the installation time at which the jack support is installed from the above sensing data or the setting of the above sensing device; and A configuration comprising a movement detection unit that detects whether the jack support moves due to maintenance or removal using the above sensing data, Jack Support Monitoring System.
10. A step of generating sensing data in real time to monitor the installation, maintenance, and removal of jack supports that support the load of concrete during curing; A step of receiving the above sensing data through a wireless network; Step of analyzing the above sensing data; and A method configured to include a step of determining the safety of the concrete based on the results of the above analysis and pre-collected concrete pouring information. Jack Support Monitoring Method
11. In claim 10, the step of analyzing the sensing data is, A step of collecting installation time information regarding the installation time of the jack support from the above sensing data or the settings of the sensing device; A step of detecting movement information based on changes in inclination and vibration of the jack support through the analysis of the above sensing data; and A configuration comprising a step of determining the cumulative installation time of the jack support using the above installation time information and the above movement information, Jack Support Monitoring Method

Description

Jack Support Monitoring System and Method The present invention relates to a jack support monitoring system and method, and more specifically, to a jack support monitoring system and method for determining the cumulative installation time of a jack support installed in concrete during curing. The contents presented in this section are intended merely to provide background information for the present invention and do not constitute prior art. Buildings under construction undergo a process called curing after the concrete is poured until it hardens. In other words, during the curing process, the hydration reaction of cement, which is an exothermic reaction, occurs in the concrete. The Standard Specification for Concrete stipulates that in standard curing, concrete strength test specimens must be cured in water or in a wet state with a relative humidity of 95% or higher while maintaining a temperature of 18 to 22 degrees. When pouring concrete, concrete for ceilings or beams may need to be supported by jack supports until it fully hardens due to the load. Although jack supports must remain in place until the curing concrete is fully hardened, they are sometimes removed prematurely due to a shortage of support or to shorten the construction period. If jack supports are removed before the concrete hardens, the curing concrete may collapse as it cannot withstand the load. As a technology related to the present invention, a monitoring method for system support disclosed in the Korean Registered Patent Publication is characterized by determining a load range using a load measuring device and generating update information based on the determination result. The present invention is distinguished from the related technology in terms of purpose, configuration, and effect in that it does not consider load at all and targets a jack support that supports concrete during curing. FIG. 1 is an exemplary diagram of a jack support and a communication device included in a jack support monitoring system according to one embodiment of the present invention. FIG. 2 is a communication relationship diagram of a jack support monitoring system according to one embodiment of the present invention. FIG. 3 is an example diagram of a sensing device according to the first embodiment. FIG. 4 is an example diagram of a sensing device according to a second embodiment. Figure 5 is a block diagram of the sensing device depicted in Figure 2. Figure 6 is a block diagram of the communication device depicted in Figure 2. Figure 7 is a block diagram of the safety management server depicted in Figure 2. FIG. 8 is a flowchart of a jack support monitoring method according to one embodiment of the present invention. Figure 9 is a flowchart of S140 in Figure 8. Figure 10 is an example of sensing data generated in real time by a sensing device. Figure 11 is an example screen of a tool that manages sensing data executed on a safety management server. Before describing the present invention in detail, it should be understood that the terms and words used in this specification should not be interpreted as being limited to their ordinary or dictionary meanings, and that the inventor of the present invention may appropriately define and use the concepts of various terms to best describe their invention, and furthermore, that these terms and words should be interpreted in a meaning and concept consistent with the technical spirit of the present invention. In other words, it should be understood that the terms used in this specification are used merely to describe preferred embodiments of the present invention and are not intended to specifically limit the content of the present invention, and that these terms are defined in consideration of the various possibilities of the present invention. In addition, it should be noted that in this specification, singular expressions may include plural expressions unless the context clearly indicates a different meaning, and that even if they are expressed in a similarly plural form, they may include the meaning of the singular. Throughout this specification, where it is stated that a component "includes" another component, unless specifically stated otherwise, this may mean that it does not exclude any other component but may include any other component. Furthermore, it should be noted that in cases where it is stated that a component "exists inside or is installed in connection with" another component, this component may be installed in direct connection or contact with the other component, or it may be installed at a certain distance apart, and in the case where it is installed at a certain distance apart, there may be a third component or means for fixing or connecting the component to the other component, and a description of this third component or means may be omitted. On the other hand, if it is stated that one component is "directly connected" or "directly connected" to another component, it should be understood th