Disaster monitoring and management system based on buildings in ethnic villages
The disaster monitoring and management system for ethnic villages addresses the inadequacies of traditional systems by implementing a multidimensional monitoring and intelligent management approach, ensuring rapid hazard detection and efficient emergency response for historic buildings.
Patent Information
- Authority / Receiving Office
- BE · BE
- Patent Type
- Applications
- Current Assignee / Owner
- KUNMING UNIV OF SCI & TECH
- Filing Date
- 2026-05-04
- Publication Date
- 2026-07-16
AI Technical Summary
Traditional disaster monitoring and management systems are inadequate for protecting historic buildings in ethnic villages, particularly the Hakka tulou, due to insufficient proactive monitoring and delayed warning mechanisms, making them vulnerable to disasters like fire, worm mold, and structural degradation.
A disaster monitoring and management system comprising a multidimensional monitoring module with structural, environmental, and activity monitoring units, and an intelligent management module that analyzes data to generate indices for corrosion, deformation, environmental risk, and evacuation, issuing alert signals and prevention instructions based on predefined thresholds.
The system enables rapid detection of potential hazards and effective emergency response by providing proactive disaster prevention and efficient evacuation guidance, enhancing the protection and resilience of historic buildings against disasters.
Description
2. Also important: the wooden beams and frames, as well as the numerous doors and windows, facilitate the rapid spread of fire, which can ravage an entire building and endanger this historical heritage. Currently, traditional monitoring and disaster management systems are insufficient to protect these historic buildings in ethnic villages. For the Hakka village, exposed to worm mold, foundation settling, and wall aging, there is a lack of precise and continuous monitoring methods capable of detecting subtle changes in advance. The warning mechanisms are delayed, preventing the implementation of effective preventive measures, which would make these buildings vulnerable to disasters and susceptible to heavy losses. 10 Content of the invention To remedy the shortcomings of existing techniques, the present invention provides a disaster monitoring and management system based on the buildings of ethnic villages,presenting the advantages of a strong proactive prevention capacity and faster and more effective disaster alerts, solving the problem of traditional systems whose capacity to protect the historic buildings of ethnic villages is insufficient and whose alert mechanisms are delayed. To achieve this objective, the present invention proposes the following technical solution: a disaster monitoring and management system based on the buildings of ethnic villages, comprising a multidimensional monitoring module and an intelligent management module; The multidimensional monitoring module consists of a structural building unit, an environmental monitoring unit and an activity monitoring unit. The building's structural unit collects data via a network connected to a database, an infrared thermograph, an ultrasonic detector, a crack measurement instrument, and a laser scanner.a set of structural data including the structural monitoring data of Toulouse Hakka. The environmental monitoring unit collects, via a network connected to a big data platform, a smoke detector and a water level, a set of environmental data including the environmental monitoring data of Toulouse Hakka. The activity monitoring unit collects, via a network connected to a monitoring device, a set of activity data including the 30 BE2026 / 7263 3 activity monitoring data within Toulouse Hakka. The intelligent management module consists of a structural assessment unit, a disaster assessment unit, and an alert and prevention unit. The structural assessment unit analyzes, from the structural data set, the degree of corrosion of the internal columns and the degree of deformation of the walls of the Hakka towers, generating the corresponding corrosion index F and deformation index B. The disaster assessment unit analyzes,From the environmental data set, the disaster risks in the environment of the Hakka tulou are analyzed, generating the corresponding environmental rating H. The alert and prevention unit analyzes, from the structural and activity data sets, the emergency evacuation capacity of the Hakka tulou, generating the corresponding evacuation index S.10 The alert and prevention unit is equipped with fixed values for the corrosion threshold F, the deformation threshold B, the environmental threshold a and the evacuation threshold Y, and, by combining the corrosion index F, the deformation index B, the environmental rating H and the evacuation index S, it issues the corresponding alert signals and prevention instructions. Preferably, the structural dataset includes the volume of the 15 columns of the Hakka toulouse, the volume of internal glass molding of the columns, the diameter of the columns, the flexural strength of the columns, the number of cracks in the columns, the construction time of the columns, the maximum width of the cracks, the angle of inclination of the columns, the altitude of the toulouse,The center of origin of the tulou, the results of monitoring the exterior walls, the surface area of the courtyard, and the width of the circular corridor. Preferably, the environmental dataset includes temperature, humidity, daily rainfall, maximum ground acceleration, seismic wave frequency, smoke concentration, and water requirements for firefighting. Preferably, the activity dataset includes the flow of people, the number of fire extinguishers, and the number of first aid kits. Preferably, the corrosion index calculation process is as follows: S11. From the structural data set, extract the column monitoring data, and mark the column volume as, the internal molding volume of the column as, the column diameter as, the flexural strength of the column as, the number of cracks in the column as, and the column construction time as.the maximum width of the cracks in the column and the angle of inclination of the column; S12. Calculate the loss due to wormholes in the column, denoted; S13. Calculate the loss due to rot in the column, denoted; S14. Calculate the crack propagation rate in the column, denoted; S15. Define a standard value for measuring the flexural strength of the column, then, using the loss due to wormholes, the loss due to rot, the flexural strength, the crack propagation rate, the maximum crack width and the angle of inclination obtained in steps S11 to S14, calculate the corrosion index of the column according to a weighted method. Preferably, the process for calculating the deformation index is as follows: S21. Define a fixed-duration monitoring period, then, from the structural data set,Mark the altitude of the Hakka tulou at the beginning of the period as −15 and the altitude of the Hakka tulou at the end of the period as +; S22. Calculate the average elevation of the Hakka tulou; S23. Install monitoring points at the lower and upper levels of the outer wall of the Hakka tulou, then, from the structural dataset, extract the results from the monitoring point at the bottom of the outer wall and from the monitoring point at the top of the outer wall, where ∈ and ∈, the points K and E being located on the same vertical line. Mark the difference in height between the base point and the top point as ∆, and the difference in horizontal displacement between the base point and the top point as ∆; S24. Calculate the angle of inclination of the outer wall of the tulou; S25. According to the structural dataset, extract the results of the 25 surveillance points at the top of the exterior wall, where and , the surveillance points are on the same horizontal line. Mark the straight-line distance between the points as,and the radial offset of the midpoint of this distance relative to the center of origin of the tulou as; S26. Calculate the radius of curvature of the outer wall of the tulou; 30 BE2026 / 7263 5 S27. Using the average settlement velocity of the Hakka tulou obtained in steps S21-S26, the angle of inclination and the radius of curvature of the outer wall, calculate the deformation index of the wall of the Hakka tulou according to a weighted method. Preferably, the environmental rating assessment process is as follows: 5. Based on the environmental data set, mark the ambient temperature of the Hakka tulou as , the humidity as , the daily rainfall as , the maximum ground acceleration as , the seismic wave frequency as , the smoke concentration inside the tulou as , and the water requirements for firefighting inside the tulou as ; 10. If the ambient temperature of the Hakka tulou reaches or exceeds 35°C for two days or more, the environmental rating is set at -2; Within 24 hours, if the variation in ambient humidity exceeds 15%,The environmental rating is set at -1; If the daily rainfall in the environment of the Hakka tulou reaches or exceeds 200 mm for five days or more, the environmental rating is set at -3; If the maximum acceleration of the soil in the environment of the Hakka tulou exceeds 0.3 g, the environmental rating is set at -3; If the frequency of seismic waves in the environment of the Hakka tulou exceeds 5 Hz, the environmental rating is set at -3; If the smoke concentration inside the Hakka tulou exceeds 50 mg / m³, the environmental rating is set at -4; If the water requirements for firefighting inside the Hakka tulou are less than 20 L / s, the environmental rating is set at -4. Preferably, the process for calculating the evacuation index is as follows: 25. According to the structural dataset, mark the area of the inner courtyard of the Hakka tulou as and the width of the circular corridor as; According to the activity dataset, mark the flow of people inside the tulou as,the number of fire extinguishers and the number of first aid kits; 30 BE2026 / 7263 6 Define a standard value for measuring the number of fire extinguishers, then, using the area of the courtyard, the width of the corridor, the flow of people, the number of fire extinguishers and the number of first aid kits, calculate the evacuation index inside the Hakka tulou according to a weighted method. Preferably, if the corrosion index exceeds the corrosion threshold, 5 this indicates that the degree of corrosion of the internal columns of the Hakka tulou has exceeded the safety threshold, generating a warning signal for the columns and requiring rapid reinforcement of the columns; if the deformation index exceeds the deformation threshold, this indicates that the degree of deformation of the internal walls of the Hakka tulou has exceeded the safety threshold, generating a warning signal for the walls and requiring rapid reinforcement of the walls. Preferably, characterized by the fact that: if the environmental rating is below the environmental threshold,This indicates that the environment of the Hakka tulou presents significant disaster risks, generating a high-risk alert signal and requiring the rapid elimination of risks and guidance of personnel evacuation; if the evacuation index is below the evacuation threshold, this indicates that the emergency evacuation capacity of the Hakka tulou is insufficient, generating a high-risk alert signal and requiring the rapid closure of entrances and guidance of personnel evacuation. Compared to existing techniques, the present invention provides a disaster monitoring and management system based on the buildings of ethnic villages, exhibiting the following beneficial effects: 20 1. The present invention, via the multidimensional monitoring module, connects via network to a database, an infrared thermograph, an ultrasonic detector, a crack measurement instrument, a laser scanner, a big data platform, a smoke detector and a water level, in order to obtain structural monitoring data,environmental and activity data of the Hakka toulouses, which are then classified to form a structural dataset, an environmental dataset, and an activity dataset. The intelligent management module analyzes, from the structural dataset, the degree of corrosion of the internal columns and the degree of deformation of the walls of the Hakka toulouses, generating the corresponding corrosion index h and deformation index, which allows for the precise quantification of the damage suffered by the toulouse. 30 BE2026 / 7263 7 Then, from the environmental dataset and using a point accumulation method, the module continuously analyzes the risks of catastrophe in the environment of the Hakka toulouses, generating the corresponding environmental score. The intelligent management module also analyzes, from the structural and activity datasets, the The emergency evacuation capacity of Toulouse-Hakka, generating the corresponding evacuation index 5, accurately reflecting the actual evacuation situation,Rapidly detecting potential hazards and enabling appropriate corrective measures to be taken, thus improving emergency evacuation capacity and proactive disaster prevention. 2. The present invention, via the intelligent management module, defines fixed values for the corrosion threshold, the deformation threshold, the environmental threshold, and the evacuation threshold. Then, by combining the corrosion index, the deformation index, the environmental rating, and the evacuation index, it emits the corresponding alert signals and prevention instructions. This allows for the advance planning of risk prevention measures and, in the event of a disaster, effectively guides emergency evacuation and rescue operations, thereby strengthening response capacity and making disaster alerts faster and more efficient. Description of the drawings: Figure 1 illustrates the flow diagram of the system of the present invention. Specific embodiments: Below,The present invention will be clearly and fully described with reference to the 20 figures of embodiments. It is evident that the examples described constitute only a part of the embodiments of the invention and not the whole. All other examples obtained by a professional in the field without inventive activity are also covered by the scope of the present invention. Embedding example 125 With reference to,