High arch dam construction progress management method and device and storage medium

Abstract

The invention relates to the technical field of hydropower station dam construction progress management, in particular to a high arch dam construction progress management method, device and equipment and a computer storage medium. According to the method, the pouring progress appearance, the pouring strength and the pouring amount in the time period can be obtained according to the starting and ending time of any pouring, the pouring appearance, the pouring strength and the pouring amount in the starting and ending elevation can also be obtained according to any starting and ending elevation, and single-bin pouring information can be obtained according to the name of any target bin; by comparing and analyzing the construction features and data of the progress plan and the actual progress in real time, a manager can timely find progress deviation, take deviation correction measures and adjust the progress plan so as to guide subsequent construction and realize dynamic management of the construction progress, so that the cost is effectively reduced, and the efficiency and the accuracy are improved.

Description

Technical Field

[0001] The invention relates to the technical field of hydropower station dam construction progress management, and in particular to a high arch dam construction progress management method, device, equipment and computer storage medium. Background Art

[0002] The concrete pouring construction of high arch dam is the most important part of the entire project construction, and its progress and quality management affect the construction of the entire hydropower project. At present, most high arch dams are built in high mountain canyon areas, and the arch dam structure is complex. The construction process is a complex operation system with the characteristics of long construction period, high construction intensity, complex warehouse pouring process, strict construction process control requirements, and large concrete pouring volume. The construction process is also affected by many system constraints, which restricts the rapid and efficient construction of high arch dams, resulting in difficulties in construction progress management, and the progress target cannot be achieved, thus causing the risk of project delay. In the past, the traditional progress management method mainly relied on the experience of project managers to manage progress on the basis of two-dimensional drawings, bar charts, and network diagrams. This method has a large amount of work and is not intuitive. For large-scale projects such as high arch dams, it is difficult to use this method to vividly express the construction progress of high arch dam concrete pouring projects, and it is difficult to transform the construction process from the grasp of logical relationships to the understanding of the image, making it difficult for managers to fully grasp the construction progress information of the entire project, to timely discover progress deviations, and to take corresponding measures. Therefore, formulating an excellent progress management implementation method is conducive to the management of the construction progress of high arch dams. Summary of the invention

[0003] To this end, the technical problem to be solved by the present invention is to overcome the problems of high arch dam construction progress management cost, low efficiency and low accuracy in the prior art.

[0004] In order to solve the above technical problems, the present invention provides a high arch dam construction progress management method, comprising:

[0005] Obtain the high arch dam construction progress plan data and the high arch dam construction progress actual data;

[0006] Establish a three-dimensional model of high arch dam casting silo;

[0007] According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, the planned pouring progress information and the actual pouring progress information are obtained according to the time period or the start and end elevations, and are visualized in the three-dimensional model of the high arch dam pouring bin.

[0008] Preferably, the establishing of the three-dimensional model of the high arch dam casting bin comprises:

[0009] According to the arch dam construction design plan, the three-dimensional coordinates of the vertices of the top and bottom surfaces of all the arch dam casting silos are counted to construct a three-dimensional model of the high arch dam casting silo.

[0010] Preferably, the obtaining of the high arch dam construction progress plan data and the high arch dam construction progress actual data comprises:

[0011] According to the high arch dam concrete bunker surface pouring process design chart, a planned pouring bunker mark data table is obtained, and according to the planned pouring bunker mark data table, a monthly pouring strength is calculated to obtain a planned monthly pouring strength table;

[0012] The actual pouring bin marking data table is obtained based on the actual pouring time and pouring volume of each pouring bin at the construction site collected in real time, and the actual monthly pouring strength is calculated based on the actual pouring bin marking data table to obtain the actual monthly pouring strength table.

[0013] Preferably, the step of acquiring the planned pouring progress information and the actual pouring progress information according to the time period or the start and end elevations based on the high arch dam construction progress plan data and the high arch dam construction progress actual data, and visually displaying the information in the three-dimensional model of the high arch dam pouring bin includes:

[0014] According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, counting the warehouse number within the target time period and the corresponding planned monthly pouring intensity and actual monthly pouring intensity;

[0015] Calculate the planned total pouring volume and the actual total pouring volume within the target time period according to the planned monthly pouring intensity and the actual monthly pouring intensity;

[0016] Calculating the planned average pouring strength and the actual average pouring strength within the target time period according to the planned total pouring volume and the actual total pouring volume;

[0017] Draw a planned pouring intensity curve and an actual pouring intensity curve within a target time period according to the planned monthly pouring intensity and the actual monthly pouring intensity;

[0018] The planned pouring appearance and the actual pouring appearance within the target time period are drawn in the three-dimensional model of the high arch dam pouring bin according to the planned total pouring volume and the actual total pouring volume.

[0019] Preferably, the step of acquiring the planned pouring progress information and the actual pouring progress information according to the time period or the start and end elevations based on the high arch dam construction progress plan data and the high arch dam construction progress actual data, and visually displaying the information in the three-dimensional model of the high arch dam pouring bin includes:

[0020] According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, counting the bin numbers within the target start and end elevations and the corresponding planned monthly pouring intensity and actual monthly pouring intensity;

[0021] Calculate the planned total pouring volume and the actual total pouring volume within the target start and end elevations according to the planned monthly pouring intensity and the actual monthly pouring intensity;

[0022] Calculating the planned average pouring strength and the actual average pouring strength within the target start and end elevations according to the planned total pouring volume and the actual total pouring volume;

[0023] Draw a planned pouring intensity curve and an actual pouring intensity curve within the target start and end elevations according to the planned monthly pouring intensity and the actual monthly pouring intensity;

[0024] The planned pouring appearance and the actual pouring appearance within the target start and end elevations are drawn in the three-dimensional model of the high arch dam pouring bin according to the planned total pouring volume and the actual total pouring volume.

[0025] Preferably, the visualization further includes, after displaying the three-dimensional model of the high arch dam casting bin:

[0026] The high arch dam construction progress risk analysis is carried out based on the planned average pouring intensity and the actual average pouring intensity, the planned pouring intensity curve and the actual pouring strength curve, as well as the planned pouring appearance and the actual pouring appearance.

[0027] Preferably, the high arch dam construction progress management method further comprises:

[0028] According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, the planned pouring progress information and the actual pouring progress information of any single bin are obtained, and are visualized on the three-dimensional model of the high arch dam pouring bin.

[0029] The present invention also provides a high arch dam construction progress management device, comprising:

[0030] A data acquisition module is used to acquire the high arch dam construction progress plan data and the high arch dam construction progress actual data;

[0031] Model building module, used to build a three-dimensional model of the high arch dam casting bin;

[0032] The progress management module is used to obtain the planned pouring progress information and the actual pouring progress information according to the high arch dam construction progress plan data and the actual data of the high arch dam construction progress according to the time period or the start and end elevations, and visualize them in the three-dimensional model of the high arch dam pouring bin.

[0033] The present invention also provides a high arch dam construction progress management device, comprising:

[0034] Memory for storing computer programs;

[0035] A processor is used to implement the above-mentioned steps of the high arch dam construction progress management method when executing the computer program.

[0036] The present invention also provides a computer-readable storage medium, on which a computer program is stored. When the computer program is executed by a processor, the steps of the above-mentioned high arch dam construction progress management method are implemented.

[0037] The above technical solution of the present invention has the following advantages compared with the prior art:

[0038] The high arch dam construction progress management method described in the present invention can obtain the pouring progress appearance, pouring strength and pouring amount within the time period according to the start and end time of any pouring, and can also obtain the pouring appearance, pouring strength and pouring amount within the start and end elevations according to any start and end elevations, and can also obtain the pouring information of a single bin according to the name of any target bin; the present invention provides integration and visual query of progress data to assist project management personnel to better complete the construction progress management of the high arch dam, and through real-time comparative analysis of the construction appearance and data of the progress plan and the actual progress, managers can promptly discover progress deviations, take corrective measures, and adjust the progress plan to guide subsequent construction, thereby realizing dynamic management of the construction progress and effectively reducing costs and improving efficiency and accuracy. BRIEF DESCRIPTION OF THE DRAWINGS

[0039] In order to make the content of the present invention more clearly understood, the present invention is further described in detail below according to specific embodiments of the present invention in conjunction with the accompanying drawings, wherein:

[0040] Figure 1 It is a flow chart for realizing a high arch dam construction progress management method provided by the present invention;

[0041] Figure 2 It is to query the schematic diagram according to the pouring time;

[0042] Figure 3 It is to query the schematic diagram according to the starting and ending elevations;

[0043] Figure 4 It is a schematic diagram for querying the casting appearance;

[0044] Figure 5 It is a schematic diagram for querying pouring quantity;

[0045] Figure 6 It is a schematic diagram of the pouring strength query diagram;

[0046] Figure 7 It is a schematic diagram for querying pouring information of a single warehouse;

[0047] Figure 8 It is the construction data download view;

[0048] Fig. 9 It is the planned pouring appearance table of dam sections 12 to 24 as of January 16;

[0049] Fig.10 It is the actual pouring appearance table of dam sections 12 to 24 as of January 16;

[0050] Fig.11 is a deviation comparison table;

[0051] Fig.12 This is a comparison chart of monthly pouring strength. DETAILED DESCRIPTION

[0052] The core of the present invention is to provide a high arch dam construction progress management method, device, equipment and computer storage medium, which effectively reduces costs and improves efficiency and accuracy.

[0053] In order to enable those skilled in the art to better understand the scheme of the present invention, the present invention is further described in detail below in conjunction with the accompanying drawings and specific implementation methods. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention.

[0054] Please refer to Figure 1 , Figure 1 This is a flow chart of the implementation of a high arch dam construction progress management method provided by the present invention; the specific operation steps are as follows:

[0055] S101: Obtaining high arch dam construction progress plan data and high arch dam construction progress actual data;

[0056] S102: Establishing a three-dimensional model of a high arch dam casting bin;

[0057] S103: According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, the planned pouring progress information and the actual pouring progress information are obtained according to the time period or the start and end elevations, and are visualized in the three-dimensional model of the high arch dam pouring bin.

[0058] Based on the above embodiments, the high arch dam construction progress management method further includes:

[0059] According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, the planned pouring progress information and the actual pouring progress information of any single bin are obtained, and are visualized on the three-dimensional model of the high arch dam pouring bin.

[0060] Based on the above embodiment, step S101 is described in detail:

[0061] According to the high arch dam concrete bunker surface pouring process design chart, a planned pouring bunker mark data table is obtained, and according to the planned pouring bunker mark data table, a monthly pouring strength is calculated to obtain a planned monthly pouring strength table;

[0062] The actual pouring bin marking data table is obtained based on the actual pouring time and pouring volume of each pouring bin at the construction site collected in real time, and the actual monthly pouring strength is calculated based on the actual pouring bin marking data table to obtain the actual monthly pouring strength table.

[0063] Based on the above embodiment, step S102 is described in detail:

[0064] According to the arch dam construction design plan, the three-dimensional coordinates of the eight vertices on the top and bottom surfaces of all the casting silos of the arch dam were counted to construct a three-dimensional model of the casting silo of the high arch dam.

[0065] Based on the above embodiment, step S103 is described in detail: 1)

[0067] According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, counting the warehouse number within the target time period and the corresponding planned monthly pouring intensity and actual monthly pouring intensity;

[0068] Calculate the planned total pouring volume and the actual total pouring volume within the target time period according to the planned monthly pouring intensity and the actual monthly pouring intensity;

[0069] Calculating the planned average pouring strength and the actual average pouring strength within the target time period according to the planned total pouring volume and the actual total pouring volume;

[0070] Draw a planned pouring intensity curve and an actual pouring intensity curve within a target time period according to the planned monthly pouring intensity and the actual monthly pouring intensity;

[0071] The planned pouring appearance and the actual pouring appearance within the target time period are drawn in the three-dimensional model of the high arch dam pouring bin according to the planned total pouring volume and the actual total pouring volume. 2)

[0073] According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, counting the bin numbers within the target start and end elevations and the corresponding planned monthly pouring intensity and actual monthly pouring intensity;

[0074] Calculate the planned total pouring volume and the actual total pouring volume within the target start and end elevations according to the planned monthly pouring intensity and the actual monthly pouring intensity;

[0075] Calculating the planned average pouring strength and the actual average pouring strength within the target start and end elevations according to the planned total pouring volume and the actual total pouring volume;

[0076] Draw a planned pouring intensity curve and an actual pouring intensity curve within the target start and end elevations according to the planned monthly pouring intensity and the actual monthly pouring intensity;

[0077] The planned pouring appearance and the actual pouring appearance within the target start and end elevations are drawn in the three-dimensional model of the high arch dam pouring bin according to the planned total pouring volume and the actual total pouring volume.

[0078] Based on the above embodiments, the present invention can perform high arch dam construction progress risk analysis according to the planned average casting strength and the actual average casting strength, the planned casting strength curve and the actual casting strength curve, and the planned casting appearance and the actual casting appearance.

[0079] The embodiment of the present invention also provides a high arch dam construction progress management device; the specific device may include:

[0080] A data acquisition module is used to acquire the high arch dam construction progress plan data and the high arch dam construction progress actual data;

[0081] Model building module, used to build a three-dimensional model of the high arch dam casting bin;

[0082] The progress management module is used to obtain the planned pouring progress information and the actual pouring progress information according to the high arch dam construction progress plan data and the actual data of the high arch dam construction progress according to the time period or the start and end elevations, and visualize them in the three-dimensional model of the high arch dam pouring bin.

[0083] The high arch dam construction progress management device of this embodiment is used to implement the above-mentioned high arch dam construction progress management method. Therefore, the specific implementation method of the high arch dam construction progress management device can be seen in the embodiment part of the high arch dam construction progress management method above. For example, the data acquisition module, the model building module, and the progress management module are respectively used to implement steps S101, S102, and S103 in the above-mentioned high arch dam construction progress management method. Therefore, its specific implementation method can refer to the description of the corresponding embodiments of each part, which will not be repeated here.

[0084] Based on the above embodiments, we can establish a visualization platform for the progress management module, and import the data acquired by the data acquisition module and the three-dimensional model established by the model establishment module into the visualization platform. The platform includes:

[0085] Parameter input module: There are two modules for inputting parameters of schedule plan and actual schedule. Figure 2As shown, when querying by time, you can enter the start and end time of any pouring to query the pouring progress, pouring intensity and pouring volume within that time period. Figure 3 As shown in the figure, when querying by start and end elevations, you can enter any start and end elevations to query the casting appearance, casting strength and casting volume within the start and end elevations. Figure 4 As shown, you can also enter the name of any target bin to query the pouring information of a single bin.

[0086] Graphics and data output module: Figure 5 As shown in the figure, the actual and planned pouring appearances of the dam can be displayed intuitively through query, and the appearances of the poured bins and unpoured bins can be clearly seen through color distinction. Figure 6 As shown, the pouring strength can be displayed in the form of a line graph, such as Figure 7 As shown, the total pouring volume, monthly pouring intensity and average pouring intensity are all displayed in the interface in digital form. When querying a single warehouse, the pouring area, pouring intensity, pouring volume, elevation, opening time and closing time of the warehouse and relevant information of the warehouse 3D model can be displayed in the interface.

[0087] Construction data download function module: Figure 8 As shown, it is used to download the dam bin surface model attributes, coordinates, and single bin pouring information. The bin surface model attributes are saved in CAD format, and the query bin coordinates and single bin pouring information data are saved in document format.

[0088] Based on the above embodiments, an example analysis of a high arch dam construction in the southwest region is conducted:

[0089] Through the platform query, the total planned concrete pouring volume of the project is 7.724 million m 3 In 2017, the planned dam concrete pouring volume is 776,000 m 3 The planned dam concrete pouring volume in 2018 is 2.166 million m 3 In 2019, the planned dam concrete pouring volume is 2.639 million m 3 The planned dam concrete pouring volume in 2020 is 2.002 million m 3 In 2021, the planned dam concrete pouring volume is 141,000 m 3 The peak period of concrete pouring construction occurred in March 2019, with a monthly pouring intensity of 273,000 m 3 / month, mainly for dam body concrete pouring in the elevation range of 659 ~ 697m, and the concrete pouring intensity diagram of the planned year and month is drawn by querying data.

[0090] After obtaining the actual progress data at the construction site, all the pouring bin data in the obtained period is entered into the background data of the platform. The platform compares and analyzes the actual progress and the progress plan to determine whether the progress is ahead or behind schedule, and provides feedback and adjustments to the subsequent progress plan. The actual construction progress data is obtained through the dam project daily report. The actual progress data from the pouring of the dam on April 12, 2017 to January 16, 2018 is collected as a reference to conduct construction progress query, deviation analysis and adjustment feedback. The specific process is as follows:

[0091] (1) Acquisition of actual progress data

[0092] The daily report of the dam project of this project (January 16, 2018) was collected. As of January 16, 2018, the highest dam section casting elevation was EL601m (19th dam section), the lowest dam section casting elevation was EL582m (12th dam section), and the casting range was the actual progress table of the casting bin of 12th dam section to 24th dam section.

[0093] (2) Visual query of schedule and actual progress information

[0094] Enter the start time April 12, 2017 and the end time January 16, 2018 in the platform to query the pouring appearance comparison during this period. The actual total amount of concrete poured during this period is 853,600m 3 The actual average pouring strength is 182.8m 3 / h, the total planned concrete pouring volume is 873100m 3 The planned average pouring strength is 213.9m 3 / h, the planned and actual monthly pouring intensity are displayed in a line graph and table.

[0095] 3) Deviation analysis between actual progress and planned progress

[0096] The platform compares the planned and actual pouring appearances and data, and performs statistical analysis on the pouring volume and pouring elevation of each dam section during this period. From the statistical and query results, a table of planned and actual pouring appearances as of January 16, 2018 is drawn, as shown in the following figure: Fig. 9 and Fig.10 As of January 16, 2018, from the deviation comparison table (such as Fig.11 ) shows that the actual progress is 18m behind the schedule, and the difference between the planned pouring volume and the actual pouring volume is 19500m 3 , from the monthly pouring strength comparison chart (such as Fig.12 ) It can be seen that the difference between the pouring intensity and the total pouring volume in January 2018 is the largest.

[0097] The dam section is a key section of the hydropower station, which is related to the safety of flood diversion and the power generation of the first unit in the later stage. When there is a certain deviation between the schedule and the actual progress, if it is not adjusted in time, it will affect the subsequent pouring progress, which may lead to the risk of project delay and failure to achieve the progress target. The following is a comparative analysis of the deviation between the actual progress and the schedule of the dam from April 12, 2017 to January 16, 2018. It can be seen that the actual progress lags behind by 18m, which is equivalent to pouring about 6 warehouses less than the planned progress. The progress of the 22 dam sections lags behind by 6m, which should be the construction section for key adjustment. Through communication with the owner and the construction party, it was learned that this period was affected by the Spring Festival, and the reduction of staff during the period affected the pouring progress of the dam. The pouring capacity of the 7 cranes was not fully utilized, and the number of cable cranes used for multiple warehouses was limited. At the same time, affected by the strong wind weather, the matching between the warehouse surface operation organization and the cable crane was also an important influencing factor. The specific optimization method is to strengthen the warehouse surface operation organization, reasonably formulate the reward and punishment incentive mechanism during the Spring Festival, increase the input of personnel and equipment, and improve the warehouse preparation level.

[0098] A specific embodiment of the present invention further provides a high arch dam construction progress management device, comprising: a memory for storing a computer program; a processor for implementing the steps of the above-mentioned high arch dam construction progress management method when executing the computer program.

[0099] A specific embodiment of the present invention further provides a computer-readable storage medium, on which a computer program is stored. When the computer program is executed by a processor, the steps of the above-mentioned high arch dam construction progress management method are implemented.

[0100] Those skilled in the art will appreciate that the embodiments of the present application may be provided as methods, systems, or computer program products. Therefore, the present application may adopt the form of a complete hardware embodiment, a complete software embodiment, or an embodiment in combination with software and hardware. Moreover, the present application may adopt the form of a computer program product implemented in one or more computer-usable storage media (including but not limited to disk storage, CD-ROM, optical storage, etc.) that include computer-usable program code.

[0101] The present application is described with reference to the flowcharts and / or block diagrams of the methods, devices (systems), and computer program products according to the embodiments of the present application. It should be understood that each process and / or box in the flowchart and / or block diagram, as well as the combination of the processes and / or boxes in the flowchart and / or block diagram, can be implemented by computer program instructions. These computer program instructions can be provided to a processor of a general-purpose computer, a special-purpose computer, an embedded processor, or other programmable data processing device to generate a machine, so that the instructions executed by the processor of the computer or other programmable data processing device generate instructions for implementing the processes in the flowchart and / or block diagram. Figure 1A process or multiple processes and / or boxes Figure 1 A device that provides the functions specified in a block or multiple blocks.

[0102] These computer program instructions may also be stored in a computer-readable memory capable of directing a computer or other programmable data processing device to operate in a specific manner, so that the instructions stored in the computer-readable memory produce an article of manufacture comprising an instruction device, which implements the process Figure 1 A process or multiple processes and / or boxes Figure 1 A function specified in one or more boxes.

[0103] These computer program instructions can also be loaded onto a computer or other programmable data processing device so that a series of operating steps are executed on the computer or other programmable device to produce a computer-implemented process, thereby providing instructions for implementing the process. Figure 1 A process or multiple processes and / or boxes Figure 1 The steps for the functions specified in one or more boxes.

[0104] Obviously, the above embodiments are merely examples for the purpose of clear explanation and are not intended to limit the implementation methods. For those skilled in the art, other different forms of changes or modifications can be made based on the above description. It is not necessary and impossible to list all the implementation methods here. The obvious changes or modifications derived therefrom are still within the scope of protection of the present invention.

Claims

1. A method for managing the construction progress of a high arch dam, characterized in that: include: Obtain the high arch dam construction progress plan data and the high arch dam construction progress actual data; Establish a three-dimensional model of high arch dam casting silo; According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, the planned pouring progress information and the actual pouring progress information are obtained according to the time period or the start and end elevations, and are visualized in the three-dimensional model of the high arch dam pouring bin.

2. The high arch dam construction progress management method according to claim 1 is characterized in that: The establishment of a three-dimensional model of a high arch dam casting bin comprises: According to the arch dam construction design plan, the three-dimensional coordinates of the vertices of the top and bottom surfaces of all the arch dam casting silos are counted to construct a three-dimensional model of the high arch dam casting silo.

3. The high arch dam construction progress management method according to claim 1, characterized in that: The acquisition of the high arch dam construction progress plan data and the high arch dam construction progress actual data includes: According to the high arch dam concrete bunker surface pouring process design chart, a planned pouring bunker mark data table is obtained, and according to the planned pouring bunker mark data table, a monthly pouring strength is calculated to obtain a planned monthly pouring strength table; The actual pouring bin marking data table is obtained based on the actual pouring time and pouring volume of each pouring bin at the construction site collected in real time, and the actual monthly pouring strength is calculated based on the actual pouring bin marking data table to obtain the actual monthly pouring strength table.

4. The high arch dam construction progress management method according to claim 3 is characterized in that: The method of obtaining the planned pouring progress information and the actual pouring progress information according to the high arch dam construction progress plan data and the high arch dam construction progress actual data according to the time period or the start and end elevations, and visually displaying them in the three-dimensional model of the high arch dam pouring bin includes: According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, counting the warehouse number within the target time period and the corresponding planned monthly pouring intensity and actual monthly pouring intensity; Calculate the planned total pouring volume and the actual total pouring volume within the target time period according to the planned monthly pouring intensity and the actual monthly pouring intensity; Calculating the planned average pouring strength and the actual average pouring strength within the target time period according to the planned total pouring volume and the actual total pouring volume; Draw a planned pouring intensity curve and an actual pouring intensity curve within a target time period according to the planned monthly pouring intensity and the actual monthly pouring intensity; The planned pouring appearance and the actual pouring appearance within the target time period are drawn in the three-dimensional model of the high arch dam pouring bin according to the planned total pouring volume and the actual total pouring volume.

5. The high arch dam construction progress management method according to claim 3 is characterized in that: The method of obtaining the planned pouring progress information and the actual pouring progress information according to the high arch dam construction progress plan data and the high arch dam construction progress actual data according to the time period or the start and end elevations, and visually displaying them in the three-dimensional model of the high arch dam pouring bin includes: According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, counting the bin numbers within the target start and end elevations and the corresponding planned monthly pouring intensity and actual monthly pouring intensity; Calculate the planned total pouring volume and the actual total pouring volume within the target start and end elevations according to the planned monthly pouring intensity and the actual monthly pouring intensity; Calculating the planned average pouring strength and the actual average pouring strength within the target start and end elevations according to the planned total pouring volume and the actual total pouring volume; Draw a planned pouring intensity curve and an actual pouring intensity curve within the target start and end elevations according to the planned monthly pouring intensity and the actual monthly pouring intensity; The planned pouring appearance and the actual pouring appearance within the target start and end elevations are drawn in the three-dimensional model of the high arch dam pouring bin according to the planned total pouring volume and the actual total pouring volume.

6. The high arch dam construction progress management method according to claims 4-5 is characterized in that: The visualization further includes, after the three-dimensional model of the high arch dam casting bin is displayed: The high arch dam construction progress risk analysis is carried out based on the planned average pouring intensity and the actual average pouring intensity, the planned pouring intensity curve and the actual pouring strength curve, as well as the planned pouring appearance and the actual pouring appearance.

7. The high arch dam construction progress management method according to claim 3 is characterized in that: The high arch dam construction progress management method further comprises: According to the high arch dam construction progress plan data and the high arch dam construction progress actual data, the planned pouring progress information and the actual pouring progress information of any single bin are obtained, and are visualized on the three-dimensional model of the high arch dam pouring bin.

8. A high arch dam construction progress management device, characterized in that: include: A data acquisition module is used to acquire the high arch dam construction progress plan data and the high arch dam construction progress actual data; Model building module, used to build a three-dimensional model of the high arch dam casting bin; The progress management module is used to obtain the planned pouring progress information and the actual pouring progress information according to the high arch dam construction progress plan data and the actual data of the high arch dam construction progress according to the time period or the start and end elevations, and visualize them in the three-dimensional model of the high arch dam pouring bin.

9. A high arch dam construction progress management device, characterized in that: include: Memory for storing computer programs; A processor is used to implement the steps of a high arch dam construction progress management method as described in any one of claims 1 to 7 when executing the computer program.

10. A computer-readable storage medium, characterized in that: The computer-readable storage medium stores a computer program, and when the computer program is executed by a processor, the steps of a high arch dam construction progress management method as described in any one of claims 1 to 7 are implemented.

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