Water conservancy project whole-process comprehensive management platform based on modeling technology
Through the comprehensive management platform for the entire process of water conservancy engineering based on modeling technology, accurate assessment of water conservancy construction quality and safety and real-time monitoring of progress management are achieved, solving the problems of difficult and low intelligence in the existing technology, and improving the intelligence and rationality of construction management.
Patent Information
- Application Number
- CN202510357232.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-25
- Publication Date
- 2025-07-04
AI Technical Summary
It is difficult for the existing technology to achieve reasonable assessment of the construction quality and safety of water conservancy projects and accurate feedback on the performance of construction progress management. It is impossible to make preliminary progressive diagnosis and timely feedback when judging the poor construction progress management performance. The construction management is difficult and has low intelligence.
The comprehensive management platform for the whole process of water conservancy engineering based on modeling technology is adopted, including the drawing latitude and longitude modeling module, quality and safety assessment module, progress management module and intelligent early warning end. The corresponding signal is generated through the analysis of three-dimensional modeling, quality and safety assessment and progress management modules, and the signal is sent to the intelligent early warning end for timely feedback and early warning.
The workload of water conservancy projects has been significantly reduced, and the quality and safety conditions have been reasonably analyzed and timely feedback have been made, safety hazards have been reduced, and the difficulty of construction supervision has been reduced. Through real-time monitoring and diagnostic analysis of the progress management module, the intelligence level of construction progress management and planning rationality are improved.
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Figure CN120258224A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of water conservancy project management, and particularly to a whole-process integrated management platform for water conservancy projects based on modeling technology. Background Art
[0002] A water conservancy project refers to a project that develops, utilizes, and manages water resources. By reasonably planning and constructing water conservancy projects, water resources can be effectively utilized to achieve the sustainable utilization of resources. As an emerging technical means, modeling technology, with its intuitive, accurate, and efficient characteristics, has gradually been widely applied in the construction of water conservancy projects;
[0003] Currently, during the whole-process management of water conservancy projects, it is difficult to achieve a reasonable assessment of the construction quality and safety of water conservancy projects and an accurate feedback on the performance of construction progress management. Moreover, when it is determined that the performance of construction progress management is poor, it is impossible to conduct a preliminary progressive diagnosis of the reasons and provide timely feedback, which is not conducive to construction management personnel to subsequently make targeted management optimization plans. The construction management is difficult and the degree of intelligence is low;
[0004] In view of the above technical deficiencies, a solution is now proposed. Summary of the Invention
[0005] The purpose of the present invention is to provide a whole-process integrated management platform for water conservancy projects based on modeling technology, which solves the problems that in the prior art, it is difficult to achieve a reasonable assessment of the construction quality and safety of water conservancy projects and an accurate feedback on the performance of construction progress management, and when it is determined that the performance of construction progress management is poor, it is impossible to conduct a preliminary progressive diagnosis of the reasons and provide timely feedback, resulting in difficult construction management and low intelligence level.
[0006] To achieve the above purpose, the present invention provides the following technical solutions:
[0007] A whole-process integrated management platform for water conservancy projects based on modeling technology includes a drawing longitude and latitude modeling module, a quality and safety assessment module, a progress management module, and an intelligent warning terminal; before the construction of a water conservancy project, the user uploads the CAD drawings and GIS data of the water conservancy project. The drawing longitude and latitude modeling module establishes a three-dimensional model of the water conservancy project based on the CAD drawings and GIS data, and performs precise positioning based on the longitude and latitude information;
[0008] During the construction of the water conservancy project, the quality and safety assessment module evaluates the quality status of the constructed part of the water conservancy project, generates a quality and safety qualified signal or a quality and safety warning signal through analysis, and sends the quality and safety warning signal to the intelligent warning terminal;
[0009] The progress management module monitors the construction progress of the water conservancy project in real time, generates a progress management warning signal or a progress management qualified signal through analysis, and sends the progress management warning signal to the intelligent warning terminal; when the intelligent warning terminal receives the quality and safety warning signal or the progress management warning signal, it issues a corresponding warning.
[0010] Furthermore, the specific operation process of the quality and safety assessment module includes:
[0011] Collect the actual images of the constructed part of the water conservancy project and obtain the standard images of the constructed part of the water conservancy project. Overlap and compare the actual images with the standard images to identify the non-overlapping parts of the two, and mark the corresponding non-overlapping parts as inferior inspection parts;
[0012] Collect the area of the corresponding inferior inspection part and mark it as the inferior inspection surface measurement value. Sum up the inferior inspection surface measurement values of all inferior inspection parts to obtain the total inferior inspection surface value. Compare the total inferior inspection surface value with the preset total inferior inspection surface threshold value numerically. If the total inferior inspection surface value exceeds the preset total inferior inspection surface threshold value, generate a quality and safety warning signal.
[0013] Furthermore, if the total inferior inspection surface value does not exceed the preset total inferior inspection surface threshold value, compare the inferior inspection surface measurement value with the preset inferior inspection surface measurement threshold value numerically. If the inferior inspection surface measurement value exceeds the preset inferior inspection surface measurement threshold value, assign the judgment symbol RQ-1 to the corresponding inferior inspection part;
[0014] Obtain the quantity of the inferior inspection parts corresponding to the judgment symbol RQ-1 and mark it as the inferior inspection number table value, and mark the largest inferior inspection surface measurement value as the inferior inspection surface amplitude value. Numerically calculate the inferior inspection evaluation value through the total inferior inspection surface value, the inferior inspection number table value and the inferior inspection surface amplitude value. Compare the inferior inspection evaluation value with the preset inferior inspection evaluation threshold value numerically. If the inferior inspection evaluation value exceeds the preset inferior inspection evaluation threshold value, generate a quality and safety warning signal.
[0015] Furthermore, if the inferior inspection evaluation value does not exceed the preset inferior inspection evaluation threshold value, collect the real-time positions of several detection points on the constructed part of the water conservancy project. Mark the moving distance of the real-time position of the corresponding detection point compared with the corresponding initial position as the displacement deformation detection value. Compare the displacement deformation detection value with the preset displacement deformation detection threshold value numerically. If the displacement deformation detection value exceeds the preset displacement deformation detection threshold value, mark the corresponding detection point as a dangerous point;
[0016] Obtain the quantity of the dangerous points on the constructed part of the water conservancy project and calculate the ratio with the quantity of the detection points to obtain the dangerous detection value, and calculate the average value of the displacement deformation detection values of all detection points to obtain the displacement deformation analysis value, and mark the largest displacement deformation detection value as the displacement deformation amplitude condition value;
[0017] The water conservancy risk value is obtained by performing numerical calculations on the danger detection value, displacement deformation analysis value, and displacement deformation condition value. The water conservancy risk value is numerically compared with the preset water conservancy risk threshold. If the water conservancy risk value exceeds the preset water conservancy risk threshold, a quality and safety warning signal is generated; if the water conservancy risk value does not exceed the preset water conservancy risk threshold, a quality and safety qualified signal is generated.
[0018] Furthermore, the specific analysis process of the progress management module is as follows:
[0019] The construction progress data at the end time of the detection period is collected and marked as the end progress value. The end progress value is numerically compared with the set standard end progress threshold. If the end progress value does not exceed the standard end progress threshold, a progress management warning signal is generated;
[0020] If the end progress value exceeds the standard end progress threshold, the excess value of the end progress value compared to the standard end progress threshold is marked as the progress management excess value, and the actual progress curve of the detection period and the standard progress curve are placed in a rectangular coordinate system, where the X-axis of the rectangular coordinate system represents time and the Y-axis represents the construction progress;
[0021] The enclosed area where the actual progress curve is below the standard progress curve and is enclosed by the standard progress curve is obtained and marked as the management difference area. The area corresponding to the management difference area is collected and marked as the management difference surface measurement value. The sum of the management difference surface measurement values of all management difference areas within the detection period is calculated to obtain the management difference surface inspection value, and the number of management difference areas where the management difference surface measurement value exceeds the preset management difference surface threshold is marked as the management difference number inspection value;
[0022] The progress management evaluation value is obtained by performing numerical calculations on the progress management excess value, management difference surface inspection value, and management difference number inspection value. The progress management evaluation value is numerically compared with the preset progress management evaluation threshold. If the progress management evaluation value exceeds the preset progress management evaluation threshold, a progress management warning signal is generated; if the progress management evaluation value does not exceed the preset progress management evaluation threshold, a progress management qualified signal is generated.
[0023] Furthermore, the progress management module is communicatively connected to the management diagnosis module. The progress management module sends the progress management warning signal to the management diagnosis module. When the management diagnosis module receives the progress management warning signal, it generates an equipment factor warning signal, an environmental factor warning signal, or a personnel factor warning signal through management diagnosis analysis, and sends the equipment factor warning signal, environmental factor warning signal, or personnel factor warning signal to the intelligent warning terminal.
[0024] Furthermore, the specific analysis process of the management diagnosis analysis is as follows:
[0025] Obtain the construction equipment that needs to be monitored during the detection period, obtain the number of faults and the total duration of fault shutdowns of the corresponding construction equipment during the detection period, and numerically compare the number of faults and the total duration of fault shutdowns with the corresponding preset fault number threshold and preset total fault shutdown duration threshold respectively. If the number of faults or the total duration of fault shutdowns exceeds the corresponding preset threshold, mark the corresponding construction equipment as an affected equipment;
[0026] Obtain the number of affected equipment and mark it as the affected detection value, mark the ratio of the number of faults of the corresponding construction equipment to the corresponding fault number threshold as the fault ratio value, and mark the ratio of the total duration of fault shutdowns of the corresponding construction equipment to the corresponding total fault shutdown duration threshold as the fault time ratio value. Calculate the average value of the fault ratio values of all construction equipment to obtain the fault situation value, and calculate the average value of the fault time ratio values of all construction equipment to obtain the fault time situation value;
[0027] Calculate the construction equipment analysis value by numerically calculating the affected detection value, the fault situation value, and the fault time situation value, and numerically compare the construction equipment analysis value with the preset construction equipment analysis threshold. If the construction equipment analysis value exceeds the preset construction equipment analysis threshold, generate an equipment factor warning signal.
[0028] Furthermore, if the construction equipment analysis value does not exceed the preset construction equipment analysis threshold, mark the total duration of the suspension of the water conservancy project construction due to environmental conditions during the detection period as the environmental shutdown total value, numerically compare the environmental shutdown total value with the preset environmental shutdown total time threshold. If the environmental shutdown total value exceeds the preset environmental shutdown total time threshold, generate an environmental factor warning signal;
[0029] If the environmental shutdown total value does not exceed the preset environmental shutdown total time threshold, collect the deviation value of the real-time environmental temperature compared with the preset suitable construction environment temperature during the construction process and mark it as the construction temperature value, and similarly collect the construction humidity value; and collect the real-time environmental dust concentration, real-time environmental ultraviolet intensity, and real-time environmental noise decibel value during the construction process and mark them as the construction dust value, construction ultraviolet value, and construction noise value respectively;
[0030] Calculate the environmental impact value by numerically calculating the construction temperature value, construction humidity value, construction dust value, construction ultraviolet value, and construction noise value, mark the total duration of the environmental impact value exceeding the preset environmental impact threshold during the detection period as the non-optimal construction total value, calculate the weighted sum of the environmental shutdown total value and the non-optimal construction total value to obtain the construction environment analysis value, and numerically compare the construction environment analysis value with the preset construction environment analysis threshold. If the construction environment analysis value exceeds the preset construction environment analysis threshold, generate an environmental factor warning signal.
[0031] Further, if the analysis value of the construction environment does not exceed the preset construction environment analysis threshold, obtain the required number of on-site workers and the actual number of on-site workers, and calculate the ratio of the actual number of on-site workers to the required number of on-site workers to obtain the on-site personnel situation value;
[0032] Obtain all the on-site personnel situation values during the detection period and calculate their average value to obtain the on-site personnel analysis value, and mark the total duration during which the on-site personnel situation value does not exceed the preset on-site personnel situation threshold during the detection period as the on-site personnel inferior value; obtain the construction personnel analysis value by performing numerical calculations on the on-site personnel situation value and the on-site personnel inferior value, and compare the construction personnel analysis value with the preset construction personnel analysis threshold. If the construction personnel analysis value exceeds the preset construction personnel analysis threshold, generate a personnel factor warning signal.
[0033] Compared with the prior art, the beneficial effects of the present invention are:
[0034] 1. In the present invention, through the drawing longitude and latitude modeling module, automatic modeling of water conservancy engineering projects is carried out, significantly reducing the workload and facilitating subsequent water conservancy engineering construction. And through the quality and safety assessment module, the quality and safety status of water conservancy projects is reasonably analyzed and timely feedback is provided, reducing the potential safety hazards of the constructed water conservancy projects and reducing the difficulty of construction supervision. In addition, through the progress management module, the construction progress of water conservancy engineering projects is monitored in real time and the construction progress performance during the detection period is accurately judged, which is beneficial to ensuring the subsequent construction progress;
[0035] 2. In the present invention, through the progress management module, the progress management warning signal is sent to the management diagnosis module. When the management diagnosis module receives the progress management warning signal, it generates an equipment factor warning signal, an environment factor warning signal or a personnel factor warning signal through management diagnosis analysis. It can perform a preliminary progressive diagnosis of the reasons when the progress management is judged to be poor and provide timely feedback, which is beneficial for construction management personnel to make targeted management optimization plans subsequently, improving the planning rationality of subsequent management plans, further reducing the management difficulty of construction management personnel, and having a high degree of intelligence. BRIEF DESCRIPTION OF THE DRAWINGS
[0036] For the convenience of those skilled in the art to understand, the present invention will be further described below with reference to the accompanying drawings;
[0037] Figure 1 It is the system block diagram of Embodiment 1 in the present invention;
[0038] Figure 2 It is the system block diagram of Embodiment 2 in the present invention. DETAILED DESCRIPTION OF THE INVENTION
[0039] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0040] Embodiment 1: Figure 1 As shown, the present invention proposes a comprehensive management platform for the whole process of water conservancy projects based on modeling technology, including a drawing longitude and latitude modeling module, a quality and safety assessment module, a progress management module and an intelligent early warning terminal; before the construction of a water conservancy project, the user uploads the CAD drawings and GIS data of the water conservancy project, and the drawing longitude and latitude modeling module establishes a three-dimensional model of the water conservancy project based on the CAD drawings and GIS data, and accurately locates based on the longitude and latitude information, and can intuitively display the topography, structural layout and other key information of the water conservancy project; the intelligent early warning terminal displays the corresponding water conservancy project modeling information, and sends the water conservancy project modeling information to the intelligent terminal of the relevant user;
[0041] During the construction of water conservancy projects, the quality and safety assessment module assesses the quality status of the constructed part of the water conservancy project, generates a quality and safety qualified signal or a quality and safety warning signal through analysis, and sends the quality and safety warning signal to the intelligent warning terminal. When the intelligent warning terminal receives the quality and safety warning signal, it issues a corresponding warning, which can reasonably analyze and timely feedback the quality and safety status of the water conservancy project, so that the construction management personnel can make corresponding remedial improvement measures in a targeted manner, thereby reducing the safety hazards of the constructed water conservancy project and reducing the difficulty of construction supervision; the specific operation process of the quality and safety assessment module is as follows:
[0042] Collect the actual image of the constructed part of the water conservancy project, and obtain the standard image of the constructed part of the water conservancy project, overlap and compare the actual image with the standard image to identify the parts that do not overlap, that is, the corresponding parts have construction deviations, and mark the corresponding non-overlapping parts as poor inspection parts;
[0043] The area of the corresponding defective inspection part is collected and marked as the defective inspection surface measurement value, the defective inspection surface measurement values of all defective inspection parts are summed up to obtain the defective inspection total surface value, and the defective inspection total surface value is numerically compared with the preset defective inspection total surface threshold. If the defective inspection total surface value exceeds the preset defective inspection total surface threshold, it indicates that the construction deviation of the constructed part is large and the potential safety hazard is large, and a quality safety warning signal is generated;
[0044] If the total value of the defective inspection surfaces does not exceed the preset total threshold of defective inspection surfaces, then the measured value of the defective inspection surface is numerically compared with the preset measured threshold of the defective inspection surface. If the measured value of the defective inspection surface exceeds the preset measured threshold of the defective inspection surface, it indicates that the deviation range of the corresponding defective inspection part is large, and then the judgment symbol RQ-1 is assigned to the corresponding defective inspection part; the number of defective inspection parts corresponding to the judgment symbol RQ-1 is obtained and marked as the defective inspection number table value, and the maximum measured value of the defective inspection surface is marked as the defective inspection surface amplitude value.
[0045] The total value of the defective inspection surface LM, the defective inspection number table value LS, and the defective inspection surface amplitude value LK are numerically calculated through the formula LF = a2 * LS + (a1 * LM + a3 * LK) / a2 to obtain the defective inspection evaluation value LF, where a1, a2, and a3 are preset proportionality coefficients, and a2 > a3 > a1 > 0; moreover, the larger the numerical value of the defective inspection evaluation value LF, the worse the construction quality of the constructed part of the water conservancy project in general; the defective inspection evaluation value LF is numerically compared with the preset defective inspection evaluation threshold. If the defective inspection evaluation value LF exceeds the preset defective inspection evaluation threshold, it indicates that the construction quality of the constructed part of the water conservancy project is relatively poor in general, and then a quality and safety warning signal is generated.
[0046] Furthermore, if the defective inspection evaluation value LF does not exceed the preset defective inspection evaluation threshold, the real-time positions of several detection points on the constructed part of the water conservancy project are collected, the moving distance of the real-time position of the corresponding detection point compared with the corresponding initial position is marked as the displacement deformation detection value, and the displacement deformation detection value is numerically compared with the preset displacement deformation detection threshold. If the displacement deformation detection value exceeds the preset displacement deformation detection threshold, it indicates that the potential safety hazard of the corresponding detection point is large, and then the corresponding detection point is marked as a dangerous point.
[0047] The number of dangerous points on the constructed part of the water conservancy project is obtained and the ratio is calculated with the number of detection points to obtain the dangerous detection value, and the average value of the displacement deformation detection values of all detection points is calculated to obtain the displacement deformation analysis value, and the maximum displacement deformation detection value is marked as the displacement deformation amplitude condition value.
[0048] Through the formula The dangerous detection value SF, the displacement deformation analysis value SN, and the displacement deformation amplitude condition value SX are numerically calculated to obtain the water conservancy hazard condition value SY, where uk1, uk2, and uk3 are preset proportionality coefficients, and uk1 > uk3 > uk2 > 0; moreover, the larger the numerical value of the water conservancy hazard condition value SY, the greater the potential safety hazard of the constructed part of the water conservancy project.
[0049] Compare the water conservancy condition value SY with the preset water conservancy condition threshold value. If the water conservancy condition value SY exceeds the preset water conservancy condition threshold value, it indicates that there are relatively large potential safety hazards in the constructed part of the water conservancy project, and then a quality and safety warning signal is generated; if the water conservancy condition value SY does not exceed the preset water conservancy condition threshold value, it indicates that the potential safety hazards in the constructed part of the water conservancy project are relatively small and the construction quality status of the water conservancy project is good, and then a quality and safety qualified signal is generated.
[0050] The progress management module monitors the construction progress of the water conservancy project in real time, generates a progress management warning signal or a progress management qualified signal through analysis, and sends the progress management warning signal to the intelligent warning terminal. When the intelligent warning terminal receives the progress management warning signal, it issues a corresponding warning, can accurately judge the construction progress performance during the detection period. When the construction management personnel receive the corresponding warning, they conduct a cause investigation and analysis, and take corresponding construction treatment measures in a timely manner subsequently, so as to ensure the subsequent construction progress, with a high degree of intelligence; the specific analysis process of the progress management module is as follows:
[0051] Collect the construction progress data at the end time of the detection period and mark it as the end point progress value. Compare the end point progress value with the set standard end point progress threshold value. If the end point progress value does not exceed the standard end point progress threshold value, it indicates that the construction progress during the detection period does not meet the requirements, and then a progress management warning signal is generated;
[0052] If the end point progress value exceeds the standard end point progress threshold value, mark the excess value of the end point progress value compared with the standard end point progress threshold value as the progress management excess value, and place the actual progress curve and the standard progress curve of the detection period in a rectangular coordinate system, and the X-axis of the rectangular coordinate system represents time and the Y-axis represents construction progress;
[0053] Obtain the closed area enclosed by the actual progress curve below the standard progress curve and the standard progress curve and mark it as the management difference area, collect the area corresponding to the management difference area and mark it as the management difference surface measurement value, sum up the management difference surface measurement values of all management difference areas during the detection period to obtain the management difference surface inspection value, and mark the number of management difference areas where the management difference surface measurement value exceeds the preset management difference surface threshold value as the management difference number inspection value;
[0054] Perform numerical calculation on the progress management excess value TS, the management difference surface inspection value TM and the management difference number inspection value TP through the formula TN = (np2 * TM + np3 * TP) / (np1 * TS + 0.826) to obtain the progress management evaluation value TN, where np1, np2, and np3 are preset proportional coefficients greater than zero; and the larger the value of the progress management evaluation value TN, the worse the comprehensive performance of the construction progress management of the water conservancy project during the detection period.
[0055] The progress pipe evaluation value TN is numerically compared with the preset progress pipe evaluation threshold. If the progress pipe evaluation value TN exceeds the preset progress pipe evaluation threshold, it indicates that the comprehensive performance of the water conservancy project construction progress management during the detection period is poor, and a progress management warning signal is generated; if the progress pipe evaluation value TN does not exceed the preset progress pipe evaluation threshold, it indicates that the comprehensive performance of the water conservancy project construction progress management during the detection period is good, and a progress management qualified signal is generated.
[0056] Embodiment 2: As Figure 2 shown, the difference between this embodiment and Embodiment 1 is that the progress management module is communicatively connected to the management diagnosis module. The progress management module sends the progress management warning signal to the management diagnosis module. When the management diagnosis module receives the progress management warning signal, it generates an equipment factor warning signal, an environmental factor warning signal, or a personnel factor warning signal through management diagnosis analysis;
[0057] And send the equipment factor warning signal, environmental factor warning signal, or personnel factor warning signal to the intelligent warning end, which can conduct a preliminary diagnosis of the cause and give timely feedback when it is judged that the progress management is poor, which is beneficial for construction management personnel to make a targeted management optimization plan subsequently, reduce the management difficulty of construction management personnel, and improve the planning rationality of the subsequent management plan, with a high degree of intelligence; The specific analysis process of management diagnosis analysis is as follows:
[0058] Obtain the construction equipment that needs to be monitored during the detection period, obtain the number of faults and the total duration of fault shutdowns of the corresponding construction equipment during the detection period, and numerically compare the number of faults and the total duration of fault shutdowns with the corresponding preset number of fault thresholds and preset total duration of fault shutdown thresholds respectively. If the number of faults or the total duration of fault shutdowns exceeds the corresponding preset threshold, it indicates that the management performance of the corresponding construction equipment is poor, and the corresponding construction equipment is marked as an influencing equipment;
[0059] Obtain the number of influencing equipment and mark it as the influence detection value, mark the ratio of the number of faults of the corresponding construction equipment to the corresponding number of fault thresholds as the fault ratio value, and mark the ratio of the total duration of fault shutdowns of the corresponding construction equipment to the corresponding total duration of fault shutdown thresholds as the fault time ratio value. Calculate the average value of the fault ratio values of all construction equipment to obtain the fault situation value, and calculate the average value of the fault time ratio values of all construction equipment to obtain the fault time situation value;
[0060] The influence detection value GY, the fault situation value GM, and the fault condition value GK are numerically calculated through the formula GN = pt1 * GY + (pt2 * GM + pt3 * GK) / 2 to obtain the construction equipment analysis value GN, where pt1, pt2, and pt3 are preset proportionality coefficients greater than zero. Moreover, the larger the value of the construction equipment analysis value GN, the worse the management performance of the construction equipment during the detection period, and the greater the possibility that the construction progress management is not good due to equipment factors during the detection period;
[0061] The construction equipment analysis value GN is numerically compared with the preset construction equipment analysis threshold. If the construction equipment analysis value GN exceeds the preset construction equipment analysis threshold, indicating that the possibility of poor construction progress management due to equipment factors during the detection period is relatively large, an equipment factor warning signal is generated.
[0062] Moreover, if the construction equipment analysis value GN does not exceed the preset construction equipment analysis threshold, indicating that the possibility of poor construction progress management due to equipment factors during the detection period is relatively small, the total duration of the suspension of the water conservancy project construction during the detection period due to environmental conditions (such as heavy rain, heavy snow, and other bad weather that causes the construction to be unable to proceed) is marked as the total environmental suspension value. The total environmental suspension value is numerically compared with the preset total environmental suspension threshold. If the total environmental suspension value exceeds the preset total environmental suspension threshold, indicating that the possibility of poor construction progress management due to environmental factors is relatively large, an environmental factor warning signal is generated;
[0063] If the total environmental suspension value does not exceed the preset total environmental suspension threshold, the deviation value of the real-time environmental temperature compared with the preset suitable construction environmental temperature is collected during the construction process and marked as the construction temperature value. Similarly, the construction humidity value is collected; and the real-time environmental dust concentration, real-time environmental ultraviolet intensity, and real-time environmental noise decibel value are collected during the construction process and marked as the construction dust value, construction ultraviolet value, and construction noise value respectively;
[0064] The construction temperature value YR, the construction humidity value YN, the construction dust value YM, the construction ultraviolet value YB, and the construction noise value YA are numerically calculated through the formula YL = (cw1 * YR + cw2 * YN + cw3 * YM + cw4 * YB + cw5 * YA) / 5 to obtain the environmental impact value YL; where cw1, cw2, cw3, cw4, and cw5 are preset proportionality coefficients greater than zero. Moreover, the larger the value of the environmental impact value YL, the more unfavorable the current environment is for the water conservancy project construction, and the greater the adverse impact on the construction efficiency of the water conservancy project;
[0065] Mark the total duration during the detection period when the environmental impact value exceeds the preset environmental impact threshold as the total non-optimal construction time value. Calculate the weighted sum of the total environmental shutdown time value RS and the total non-optimal construction time value RZ through the formula RY = e1*RS + e2*RZ to obtain the construction environment analysis value RY. Here, e1 and e2 are preset weight coefficients, and e1 > e2 > 0.
[0066] Moreover, the larger the value of the construction environment analysis value RY, the worse the construction environment condition during the detection period, and the greater the possibility of poor construction progress management due to environmental factors.
[0067] Compare the numerical value of the construction environment analysis value RY with the preset construction environment analysis threshold. If the construction environment analysis value RY exceeds the preset construction environment analysis threshold, it indicates that the possibility of poor construction progress management due to environmental factors during the detection period is relatively large, and an environmental factor warning signal is generated.
[0068] Furthermore, if the construction environment analysis value RY does not exceed the preset construction environment analysis threshold, it indicates that the possibility of poor construction progress management due to environmental factors during the detection period is relatively small. Then, obtain the number of workers required to be on duty and the actual number of workers on duty, and calculate the ratio of the actual number of workers on duty to the number of workers required to be on duty to obtain the on-duty personnel situation value. Among them, the smaller the value of the on-duty personnel situation value, the more serious the personnel gap in the current water conservancy project construction.
[0069] Obtain all the on-duty personnel situation values during the detection period and calculate their average value to obtain the on-duty personnel analysis value. Compare the on-duty personnel situation value with the corresponding preset on-duty personnel situation threshold, and mark the total duration during the detection period when the on-duty personnel situation value does not exceed the preset on-duty personnel situation threshold as the on-duty personnel poor value.
[0070] Calculate the numerical value of the construction personnel analysis value HF through the formula HF = b1*HN + b2*HL for the on-duty personnel situation value HN and the on-duty personnel poor value HL. Here, b1 and b2 are preset weight coefficients, and the values of b1 and b2 are both positive. Moreover, the larger the value of the construction personnel analysis value HF, the worse the construction personnel management performance during the detection period, and the greater the possibility of poor construction progress management due to personnel factors.
[0071] Compare the numerical value of the construction personnel analysis value HF with the preset construction personnel analysis threshold. If the construction personnel analysis value HF exceeds the preset construction personnel analysis threshold, it indicates that the possibility of poor construction progress management due to personnel factors is relatively large, and a personnel factor warning signal is generated.
[0072] The working principle of the present invention is as follows: when in use, a three-dimensional model of a water conservancy project is established based on CAD drawings and GIS data through a drawing longitude and latitude modeling module, and accurate positioning is performed based on longitude and latitude information, which significantly reduces the workload and is beneficial to the subsequent construction of the water conservancy project. In the process of water conservancy project construction, the quality status of the constructed part of the water conservancy project is evaluated through a quality and safety assessment module, and the quality and safety status of the water conservancy project can be reasonably analyzed and timely fed back, so that construction management personnel can make corresponding remedial improvement measures in a targeted manner, thereby reducing the safety hazards of the constructed water conservancy project and reducing the difficulty of construction supervision. In addition, the progress management module is used to monitor the construction progress of the water conservancy project in real time, and through analysis to generate a progress management early warning signal or a progress management qualified signal, the construction progress performance of the detection period can be accurately judged, so as to timely investigate and analyze the causes and take corresponding construction treatment measures in a timely manner in the future, which is beneficial to ensuring the subsequent construction progress and has a high degree of intelligence.
[0073] The above formulas are all dimensionless and numerical calculations. The formula is a formula obtained by collecting a large amount of data and performing software simulation to obtain the most recent real situation. The preset parameters in the formula are set by technicians in this field according to actual conditions. The preferred embodiments of the present invention disclosed above are only used to help explain the present invention. The preferred embodiments do not describe all the details in detail, nor do they limit the invention to only specific implementation methods. Obviously, many modifications and changes can be made according to the contents of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the present invention, so that technicians in the relevant technical field can understand and use the present invention well. The present invention is only limited by the claims and their full scope and equivalents.
Claims
1. An integrated management platform for the whole process of water conservancy projects based on modeling technology, characterized in that It includes a drawing longitude and latitude modeling module, a quality and safety assessment module, a progress management module, and an intelligent early warning terminal; before the construction of a water conservancy project, the user uploads the CAD drawings and GIS data of the water conservancy project. The drawing longitude and latitude modeling module establishes a 3D model of the water conservancy project based on the CAD drawings and GIS data, and performs precise positioning based on the longitude and latitude information. During the construction of the water conservancy project, the quality and safety assessment module evaluates the quality status of the constructed part of the water conservancy project, generates a quality and safety qualified signal or a quality and safety early warning signal through analysis, and sends the quality and safety early warning signal to the intelligent early warning terminal. The progress management module monitors the construction progress of the water conservancy project in real time, generates a progress management early warning signal or a progress management qualified signal through analysis, and sends the progress management early warning signal to the intelligent early warning terminal. When the intelligent early warning terminal receives a quality and safety early warning signal or a progress management early warning signal, it issues a corresponding warning.
2. The integrated management platform for the whole process of water conservancy projects based on modeling technology according to claim 1, characterized in that The specific operation process of the quality and safety assessment module includes: Collect the actual images of the constructed part of the water conservancy project, and obtain the standard images of the constructed part of the water conservancy project. Overlap and compare the actual images with the standard images to identify the non-overlapping parts of the two, and mark the corresponding non-overlapping parts as inferior inspection parts. Collect the area of the corresponding inferior inspection part and mark it as the inferior inspection surface measurement value. Sum up the inferior inspection surface measurement values of all inferior inspection parts to obtain the total inferior inspection surface value. If the total inferior inspection surface value exceeds the preset total inferior inspection surface threshold, a quality and safety early warning signal is generated.
3. The integrated management platform for the whole process of water conservancy projects based on modeling technology according to claim 2, characterized in that, If the total inferior inspection surface value does not exceed the preset total inferior inspection surface threshold, compare the inferior inspection surface measurement value with the preset inferior inspection surface measurement threshold. If the inferior inspection surface measurement value exceeds the preset inferior inspection surface measurement threshold, assign the judgment symbol RQ-1 to the corresponding inferior inspection part. Obtain the number of inferior inspection parts corresponding to the judgment symbol RQ-1 and mark it as the inferior inspection number table value, and mark the largest inferior inspection surface measurement value as the inferior inspection surface amplitude value. Calculate the inferior inspection evaluation value through numerical calculation of the total inferior inspection surface value, the inferior inspection number table value, and the inferior inspection surface amplitude value. If the inferior inspection evaluation value exceeds the preset inferior inspection evaluation threshold, a quality and safety early warning signal is generated.
4. The integrated management platform for the whole process of water conservancy projects based on modeling technology according to claim 3, wherein, If the inferior inspection evaluation value does not exceed the preset inferior inspection evaluation threshold, collect the real-time positions of several detection points on the constructed part of the water conservancy project, and mark the moving distance of the real-time position of the corresponding detection point compared to the corresponding initial position as the displacement deformation detection value. If the displacement deformation detection value exceeds the preset displacement deformation detection threshold, mark the corresponding detection point as a dangerous point. Obtain the number of dangerous points on the constructed part of the water conservancy project and calculate the ratio with the number of detection points to obtain the dangerous detection value, and calculate the average value of the displacement deformation detection values of all detection points to obtain the displacement deformation analysis value, and mark the largest displacement deformation detection value as the displacement deformation amplitude value. Calculate the water conservancy risk condition value through numerical calculation of the dangerous detection value, the displacement deformation analysis value, and the displacement deformation amplitude value. If the water conservancy risk condition value exceeds the preset water conservancy risk condition threshold, a quality and safety early warning signal is generated; if the water conservancy risk condition value does not exceed the preset water conservancy risk condition threshold, a quality and safety qualified signal is generated.
5. A whole-process integrated management platform for water conservancy projects based on modeling technology according to claim 1, characterized in that, The specific analysis process of the progress management module is as follows: Collect the construction progress data at the end time of the detection period and mark it as the end progress value. If the end progress value does not exceed the standard end progress threshold, generate a progress management warning signal; If the end progress value exceeds the standard end progress threshold, mark the excess value of the end progress value compared to the standard end progress threshold as the progress management excess value, and place the actual progress curve and the standard progress curve of the detection period in a rectangular coordinate system, where the X-axis of the rectangular coordinate system represents time and the Y-axis represents the construction progress; Obtain the closed area enclosed by the actual progress curve below the standard progress curve and the standard progress curve and mark it as the management difference area. Collect the area of the corresponding management difference area and mark it as the management difference surface measurement value. Sum up the management difference surface measurement values of all management difference areas within the detection period to obtain the management difference surface inspection value, and mark the number of management difference areas where the management difference surface measurement value exceeds the preset management difference surface threshold as the management difference number inspection value; Obtain the progress management evaluation value through numerical calculation of the progress management excess value, the management difference surface inspection value, and the management difference number inspection value. If the progress management evaluation value exceeds the preset progress management evaluation threshold, generate a progress management warning signal; if the progress management evaluation value does not exceed the preset progress management evaluation threshold, generate a progress management qualified signal.
6. A whole-process comprehensive management platform for water conservancy projects based on modeling technology according to claim 1, characterized in that, The progress management module is communicatively connected to the management diagnosis module. The progress management module sends the progress management warning signal to the management diagnosis module. When the management diagnosis module receives the progress management warning signal, it generates an equipment factor warning signal, an environmental factor warning signal, or a personnel factor warning signal through management diagnosis analysis, and sends the equipment factor warning signal, the environmental factor warning signal, or the personnel factor warning signal to the intelligent warning terminal.
7. The integrated management platform for the whole process of water conservancy projects based on modeling technology according to claim 6, characterized in that, The specific analysis process of the management diagnosis analysis is as follows: Obtain the construction equipment to be monitored during the detection period, obtain the number of faults and the total duration of fault shutdowns of the corresponding construction equipment during the detection period, and numerically compare the number of faults and the total duration of fault shutdowns with the corresponding preset number of fault thresholds and preset total duration of fault shutdown thresholds respectively. If the number of faults or the total duration of fault shutdowns exceeds the corresponding preset threshold, mark the corresponding construction equipment as an influencing equipment; Obtain the number of influencing equipment and mark it as the influence detection value, mark the ratio of the number of faults of the corresponding construction equipment to the corresponding number of fault thresholds as the fault ratio value, and mark the ratio of the total duration of fault shutdowns of the corresponding construction equipment to the corresponding total duration of fault shutdown thresholds as the fault time ratio value. Calculate the average value of the fault ratio values of all construction equipment to obtain the fault situation value, and calculate the average value of the fault time ratio values of all construction equipment to obtain the fault time situation value; Obtain the construction equipment analysis value through numerical calculation of the influence detection value, the fault situation value, and the fault time situation value. If the construction equipment analysis value exceeds the preset construction equipment analysis threshold, generate an equipment factor warning signal.
8. A whole-process comprehensive management platform for water conservancy projects based on modeling technology according to claim 7, characterized in that If the analysis value of the construction equipment does not exceed the preset construction equipment analysis threshold, the total duration of the suspension of the water conservancy project construction due to environmental conditions during the detection period is marked as the total environmental suspension value. If the total environmental suspension value exceeds the preset total environmental suspension threshold, an environmental factor warning signal is generated; If the total environmental suspension value does not exceed the preset total environmental suspension threshold, the deviation value of the real-time environmental temperature from the preset suitable construction environmental temperature is collected during the construction process and marked as the construction temperature value. Similarly, the construction humidity value is collected; and the real-time environmental dust concentration, real-time environmental ultraviolet intensity, and real-time environmental noise decibel value are collected during the construction process and marked as the construction dust value, construction ultraviolet value, and construction noise value respectively; The environmental impact value is obtained by performing numerical calculations on the construction temperature value, construction humidity value, construction dust value, construction ultraviolet value, and construction noise value. The total duration of the environmental impact value exceeding the preset environmental impact threshold during the detection period is marked as the total non-optimal construction value. The construction environment analysis value is obtained by performing weighted summation calculations on the total environmental suspension value and the total non-optimal construction value. If the construction environment analysis value exceeds the preset construction environment analysis threshold, an environmental factor warning signal is generated.
9. The integrated management platform for the whole process of water conservancy projects based on modeling technology according to claim 8, wherein If the construction environment analysis value does not exceed the preset construction environment analysis threshold, the ratio of the actual number of workers on duty to the required number of workers on duty is calculated to obtain the on-duty personnel situation value; all the on-duty personnel situation values during the detection period are obtained and their mean value is calculated to obtain the on-duty personnel analysis value, and the total duration of the on-duty personnel situation value not exceeding the preset on-duty personnel situation threshold during the detection period is marked as the on-duty personnel inferior value; the construction personnel analysis value is obtained by performing numerical calculations on the on-duty personnel situation value and the on-duty personnel inferior value. If the construction personnel analysis value exceeds the preset construction personnel analysis threshold, a personnel factor warning signal is generated.
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