CN111104473B - Visual information management system, method and server - Google Patents
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Abstract
The embodiment of the application relates to the field of digital technical management and provides a visual information management system, a visual information management method and a visual information management server, wherein the visual information management system comprises a background management module, a GIS platform management module and a visual management module, and the background management module is used for receiving and storing an engineering design model layer and an engineering live-action model layer; the GIS platform management module is used for respectively superposing the engineering design model layer and the engineering live-action model layer with the pre-stored GIS geographic data to obtain an engineering design display diagram and an engineering live-action display diagram; the visual management module is used for calculating the overlapping rate of the engineering design display diagram and the engineering live-action display diagram, obtaining engineering progress data and visually displaying the engineering progress data. According to the method and the device for the project development, the project development data are visually displayed, so that efficient management of engineering projects is improved.
Description
Technical Field
The application relates to the technical field of digital management, in particular to a visual information management system, a visual information management method and a visual information management server.
Background
The expressway engineering comprises the contents of expressway design, construction, operation, management, maintenance and the like, and is a linear engineering with long construction period, high requirement and large investment. The engineering has several characteristics, namely long and narrow construction surface and large construction management workload; secondly, engineering construction is easily influenced by natural conditions such as hydrology, climate, geology and the like; thirdly, the wide engineering span leads to low work coordination efficiency among project personnel and high personnel management difficulty. Therefore, how to achieve efficient management of highway engineering projects is a problem to be solved by the person skilled in the art.
Disclosure of Invention
In view of the above, the present application aims to provide a visual information management system, a visual information management method and a visual information management server, which improve efficient management of engineering projects by visually displaying project progress data.
In order to achieve the above object, the technical scheme adopted by the embodiment of the application is as follows:
in a first aspect, an embodiment of the present application provides a visual information management system, applied to a server, where the visual information management system includes a background management module, a GIS platform management module, and a visual management module, where the background management module is configured to receive and store an engineering design model layer and an engineering live-action model layer; the GIS platform management module is used for respectively superposing the engineering design model layer and the engineering live-action model layer with the pre-stored GIS geographic data to obtain an engineering design display diagram and an engineering live-action display diagram; the visual management module is used for calculating the overlapping rate of the engineering design display diagram and the engineering live-action display diagram, obtaining engineering progress data and visually displaying the engineering progress data.
In a second aspect, an embodiment of the present application provides a method for managing visual information, applied to a server, where the method includes: receiving and storing an engineering design model layer and an engineering live-action model layer; respectively superposing the engineering design model layer and the engineering live-action model layer with the pre-stored GIS geographic data to obtain an engineering design display diagram and an engineering live-action display diagram; and calculating the overlapping rate of the engineering design display diagram and the engineering live-action display diagram to obtain engineering progress data, and visually displaying the engineering progress data.
In a third aspect, an embodiment of the present application provides a server, including: one or more processors; and a memory for storing one or more programs that, when executed by the one or more processors, cause the one or more processors to implement the visual information management method as described in the previous embodiments.
Compared with the prior art, the embodiment of the application provides a visual information management system, a visual information management method and a visual information management server, which can calculate the overlapping rate of an engineering design model layer and an engineering live-action model layer by comparing the two layers to obtain visual project progress data, so that efficient management of engineering projects is improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 shows an application scenario diagram of a visual information management system provided by an embodiment of the present application.
Fig. 2 shows a block schematic diagram of a server according to an embodiment of the present application.
Fig. 3 is a schematic functional block diagram of a visual information management system according to an embodiment of the present application.
Fig. 4 is a schematic functional block diagram of another visual information management system according to an embodiment of the present application.
Fig. 5 shows a flowchart of a visual information management method provided by an embodiment of the present application.
Icon: 10-a server; 11-memory; 12-a communication interface; 13-a processor; 14-buses; 20-unmanned aerial vehicle base station; 30-unmanned aerial vehicle; 100-a visual information management system; 110-a background management module; 1101-data management sub-module; 1102-a system setup sub-module; 1103-project item sub-module; 120-GIS platform management module; 1201—layer management sub-module; 1202-route setup sub-modules; 1203—multiple project management sub-module; 130-a visual management module; 1301-a progress comparison sub-module; 1302-design a line contrast sub-module; 1303-quality inspection submodule; 1304-a security patrol sub-module; 1305-common tools sub-module.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present application more apparent, the technical solutions of the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application, and it is apparent that the described embodiments are some embodiments of the present application, but not all embodiments of the present application. The components of the embodiments of the present application generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the application, as presented in the figures, is not intended to limit the scope of the application, as claimed, but is merely representative of selected embodiments of the application. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In the description of the present application, it should be noted that, if the terms "upper", "lower", "inner", "outer", and the like indicate an azimuth or a positional relationship based on the azimuth or the positional relationship shown in the drawings, or the azimuth or the positional relationship in which the inventive product is conventionally put in use, it is merely for convenience of describing the present application and simplifying the description, and it is not indicated or implied that the apparatus or element referred to must have a specific azimuth, be configured and operated in a specific azimuth, and thus it should not be construed as limiting the present application.
Furthermore, the terms "first," "second," and the like, if any, are used merely for distinguishing between descriptions and not for indicating or implying a relative importance.
It should be noted that the features of the embodiments of the present application may be combined with each other without conflict.
Referring to fig. 1, fig. 1 shows an application scenario diagram of a visual information management system provided by an embodiment of the present application, where a server 10, an unmanned aerial vehicle base station 20, and an unmanned aerial vehicle 30 are sequentially in communication connection, the unmanned aerial vehicle base station 20 receives a plurality of angle live-action photos shot by the unmanned aerial vehicle 30, and sends the plurality of angle live-action photos to the server 10, the server 10 synthesizes the plurality of angle live-action photos into an engineering live-action model, stores the synthesized engineering live-action model layer, the server 10 further stores an engineering design model layer, and the server 10 superimposes the engineering design model layer and the engineering live-action model layer on pre-stored GIS geographic data respectively to obtain an engineering design display diagram and an engineering live-action display diagram; next, the server 10 calculates the overlapping ratio of the engineering design display diagram and the engineering live-action display diagram to obtain engineering progress data, and visually displays the engineering progress data, thereby realizing the visual management of the engineering project and improving the management efficiency of the engineering project.
The embodiment of the present application also provides a block schematic diagram of the server 10 in fig. 1, referring to fig. 2, the server 10 further includes a memory 11, a communication interface 12, a processor 13, and a bus 14. The memory 11 and the communication interface 12, and the processor 13 are connected via a bus 14.
The memory 11 is configured to store a program, for example, the above-mentioned background management module, GIS platform management module, and visualization management module, where the background management module, GIS platform management module, and visualization management module include at least one software function module that may be stored in the memory 11 in the form of software or firmware (firmware), and the processor 13 executes the program after receiving an execution instruction to implement the method for managing visual information disclosed in the above-mentioned embodiments.
The memory 11 may include a high-speed random access memory (RAM: random Access Memory) and may also include a non-volatile memory (non-volatile memory), such as at least one disk memory. Alternatively, the memory 11 may be a storage device built in the processor 13, or may be a storage device independent of the processor 13.
The communication connection with the drone base station 20 is effected through at least one communication interface 12 (which may be wired or wireless).
Bus 14 may be an ISA bus, a PCI bus, an EISA bus, or the like. Fig. 2 is represented by only one double-headed arrow, but does not represent only one bus or one type of bus.
The processor 13 may be an integrated circuit chip with signal processing capabilities. In implementation, the steps of the above method may be performed by integrated logic circuits of hardware in the processor 13 or by instructions in the form of software. The processor 13 may be a general-purpose processor, including a central processing unit (Central Processing Unit, CPU for short), a network processor (Network Processor, NP for short), etc.; but may also be a Digital Signal Processor (DSP), application Specific Integrated Circuit (ASIC), an off-the-shelf programmable gate array (FPGA) or other programmable logic device, discrete gate or transistor logic device, discrete hardware components.
In the following description of the visual information management system according to the embodiment of the present application, referring to fig. 3, fig. 3 shows a schematic functional block diagram of the visual information management system according to the embodiment of the present application, and the visual information management system 100 includes a background management module 110, a GIS platform management module 120, and a visual management module 130.
The background management module 110 receives and stores the engineering design model layer and the engineering live-action model layer.
In this embodiment, the engineering design model may be stored in the form of an engineering design model layer, which includes, but is not limited to, a BIM model layer and a CAD model layer obtained from a building information modeling BIM (Building Information Modeling) model, a computer aided design CAD (Computer Aided Design) drawing model, and the like, and the engineering live-action model includes, but is not limited to, a three-dimensional model synthesized from live-action photographs of the engineering site at a plurality of angles taken by the unmanned aerial vehicle 30, or an orthographic image of the engineering site taken by the unmanned aerial vehicle 30, for example, photographs or videos of the engineering site taken by the unmanned aerial vehicle 30 at a top view angle. The engineering live-action model layer includes, but is not limited to, a live-action three-dimensional model layer obtained according to a live-action three-dimensional model.
In this embodiment, the user may input the engineering design model layer and the engineering live-action model layer through the background management module 110, and the background management module 110 stores the engineering live-action model layer and the engineering live-action model layer. The user can also input engineering design model data and engineering live-action model data through the background management module 110, and the background management module 110 stores the engineering design model data and the engineering live-action model data in a form of corresponding layers.
The GIS platform management module 120 is configured to superimpose the engineering design model layer and the engineering live-action model layer with pre-stored GIS geographic data, respectively, to obtain an engineering design display diagram and an engineering live-action display diagram.
In this embodiment, the GIS platform management module 120 obtains the engineering design model layer and the engineering live-action model layer from the background management module 110, and then superimposes them with the GIS geographic data respectively, so as to obtain the engineering design display diagram and the engineering live-action display diagram.
And the visual management module 130 is used for calculating the overlapping rate of the engineering design display diagram and the engineering live-action display diagram, obtaining engineering progress data and visually displaying the engineering progress data.
In this embodiment, the visual display of the project progress data may be displayed on the WEB side of the browser of the server 10, or may be displayed on the WEB side of the browser of the client in communication with the server 10.
In this embodiment, the form of visual display may be, but is not limited to, a chart, a picture, a two-dimensional model, a three-dimensional model, a map, topographic data, an orthographic image, or the like.
In an alternative embodiment, the background management module 110 is further configured to receive and store a component design layer of the engineering component to be inspected and a component real layer of the engineering component to be inspected.
In the present embodiment, the engineering member to be inspected may be, but is not limited to, a partial engineering component in engineering, a structure of a partial engineering component, or the like. The component design layer is a layer corresponding to the engineering component to be inspected in the engineering design model layer, and the component real view layer is a layer corresponding to the engineering component to be inspected in the engineering real view model layer.
The GIS platform management module 120 is further configured to superimpose the component design layer and the component live-action layer with GIS geographic data, respectively, to obtain a component design display diagram and a component live-action display diagram.
The visual management module 130 is further configured to calculate a deviation value of the component real view representation relative to the component design representation, and visually display the deviation value.
In this embodiment, the deviation value may be displayed visually on the WEB side of the browser of the server 10 or on the WEB side of the browser of the client in communication with the server 10.
In an alternative embodiment, the GIS platform management module 120 is further configured to set a three-dimensional route, and store the three-dimensional route in the background management module in the form of a three-dimensional route pattern layer.
The visual management module 130 is further configured to superimpose the engineering live-action model layer with the GIS geographic data to obtain an engineering live-action display diagram, and display the engineering live-action display diagram according to the perspective of the three-dimensional route.
In this embodiment, the engineering live-action view displayed according to the perspective of the three-dimensional route may be displayed on the WEB side of the browser of the server 10, or may be displayed on the WEB side of the browser of the client communicatively connected to the server 10.
In an alternative embodiment, the visualization management module 130 is further configured to send the three-dimensional route to the base station of the unmanned aerial vehicle, so that the base station of the unmanned aerial vehicle controls the unmanned aerial vehicle to fly according to the three-dimensional route, and receive and display the real-time image captured by the unmanned aerial vehicle returned from the base station of the unmanned aerial vehicle.
In an alternative embodiment, the visualization management module 130 is further configured to display the real-time position of the drone in the engineering live view according to the three-dimensional route.
In an alternative embodiment, the background management module 110 is further configured to receive and store engineering terrain model layers.
In this embodiment, the engineering terrain model layer may be obtained according to a terrain photograph of the engineering site acquired by the unmanned aerial vehicle 30, and the finally synthesized engineering terrain model layer may also be obtained according to an engineering terrain model of the engineering site acquired in the existing terrain model database.
The visual management module 130 is further configured to superimpose the engineering terrain model layer with the GIS geographic data to obtain a terrain model display.
The visualization management module 130 is further configured to obtain a preset section in the terrain model display diagram, perform section analysis on the preset section, obtain relief data of the preset section relative to a preset horizontal plane, and visually display the relief data.
In an alternative embodiment, the visualization management module 130 is further configured to obtain a first preset area in the terrain model display, perform a square analysis on the first preset area, obtain an area square of the first preset area relative to a preset height, and visually display the area square.
In the embodiment of the application, the first preset area is an area needing to be subjected to the square analysis in the terrain model display diagram, and the first preset area can be marked or set on the terrain model display diagram by a user.
In an alternative embodiment, the visual management module 130 is further configured to superimpose the engineering terrain model layer, the engineering live-action model layer and the GIS geographic data to obtain a live-action terrain model display diagram; the visual management module 130 is further configured to obtain a second preset area in the live-action terrain model display diagram, perform flooding analysis on the second preset area, obtain a flooding analysis result, and visually display the flooding analysis result.
In this embodiment, the second preset area is an area in the real terrain model display diagram, where the flooding analysis needs to be performed, and the second preset area may be marked or set on the terrain model display diagram by the user.
In this embodiment, the visual display of the relief, the visual display of the area amount, and the visual display of the flooding analysis result may be performed on the WEB side of the browser of the server 10, or may be performed on the WEB side of the browser of the client in communication with the server 10.
On the basis of fig. 3, the embodiment of the present application further provides a functional module schematic of another visual information management system, referring to fig. 4, in fig. 4, the background management module 110 includes a data management submodule 1101, a system setting submodule 1102, and a project standing submodule 1103. The functional sub-modules will be described in detail below.
The data management submodule 1101 is used for receiving and storing manual input data, automatic input data and quality check configuration.
In this embodiment, the user may manually enter the data of the BIM model, CAD drawing, live-action three-dimensional model, live-action orthographic image, terrain model, three-dimensional route, etc. of each engineering project. The entered data is stored in the background database in the form of corresponding layers.
In this embodiment, the data management submodule 1101 may also receive photo data or recorded video data, which is sent by the base station 20, of the unmanned aerial vehicle 30, and automatically store the data in the background database for the user to view.
In this embodiment, the data management submodule 1101 may also automatically store the three-dimensional route set by the user in the background database.
In this embodiment, the user may configure information such as an engineering project, a part name, a responsible person, a height, a tag, a viewing angle, a corresponding live-action photo, and the like to which the engineering member or structure to be inspected belongs, so that the user views the information.
The system setting submodule 1102 is used for setting system fields, entering engineering personnel data, setting engineering personnel roles and the like. For example, the engineer data includes an engineer name, a job number, an item to which the engineer belongs, a role, and the like.
The project stand sub-module 1103 is configured to create a project, input a project name of the created project, select a stand time, upload a project related picture, and select a project location, and be configured to directly select a project location point in a pre-accessed GIS platform.
With continued reference to fig. 4, the GIS platform management module 120 includes a map management sub-module 1201, a route setting sub-module 1202, and a multi-project management sub-module 1203, and each functional sub-module of the GIS platform management module 120 is described in detail below.
The layer management sub-module 1201 is configured to provide the user with engineering project layers for selecting various data entered by the data management sub-module 1101, including, but not limited to, a BIM model layer, a CAD model layer, a live-action three-dimensional model layer, a live-action two-dimensional model layer, a terrain model layer, and the like. After a user selects any layer, the visual information management system 100 acquires the layer selected by the user from the background database, stacks the layer with the GIS geographic data to obtain a corresponding display diagram, and feeds the display diagram back to the WEB client in communication with the server 10 for display.
The course setting sub-module 1202 is used to set parameters of the three-dimensional course of the drone including, but not limited to, the flight trajectory, altitude, speed, etc. of the drone. For example, the user may select a live-action three-dimensional model layer in the layer management sub-module 1201, the WEB client displays the live-action three-dimensional model layer selected by the user, the user selects a flight position point of the unmanned aerial vehicle in the displayed live-action three-dimensional model, sets a flight altitude and a flight speed, fills in a route name as a label of the route, and when the user stores the three-dimensional route, the three-dimensional route is automatically stored in the background database through the data management sub-module 1101.
The multi-project management submodule 1203 is used for switching among a plurality of project projects, each project has a project design model layer, a project live-action model layer, a terrain model layer, a three-dimensional navigation line layer and the like corresponding to the project, each project has a label, the label is used for uniquely identifying the corresponding project, a user can switch to the project represented by the label by clicking the label, and meanwhile, the layer corresponding to the project is acquired from a background database.
With continued reference to fig. 4, the visual management module 130 includes a progress comparison submodule 1301, a design line comparison submodule 1302, a quality inspection submodule 1303, a security inspection submodule 1304, and a common tool submodule 1305, and each functional submodule of the visual management module 130 will be described in detail below.
The progress comparison sub-module 1301 is configured to compare the BIM model of the engineering project with the live-action three-dimensional model, obtain engineering progress data, and visually display the engineering progress data in a three-dimensional form.
In this embodiment, the progress comparison submodule 1301 firstly obtains a BIM model layer and a live-action three-dimensional model layer of the engineering project from the data management submodule 1101, then stacks the BIM model layer and the live-action three-dimensional model layer on the GIS geographic data through the layer management submodule 1201 to obtain a BIM display diagram and a live-action three-dimensional display diagram, finally calculates the overlapping rate of the BIM display diagram and the live-action three-dimensional display diagram to obtain engineering progress data, and performs visual display on the engineering progress data in a three-dimensional form, wherein the engineering progress data includes, but is not limited to, the non-built capacity, the well pattern capacity and the like of the engineering project, and the visual display can also be displayed in the form of an engineering progress chart.
It should be noted that, BIM display diagrams and live-action three-dimensional display diagrams can also be displayed on the left and right sides of the screen in a split screen mode, so that users can visually compare the display diagrams and live-action three-dimensional display diagrams conveniently.
According to the method and the device for scheduling the project, a user can intuitively know the progress of the project from a three-dimensional angle, so that resources required by related projects can be reasonably and timely scheduled in time, and the efficiency of project management is improved.
The design line comparison sub-module 1302 is configured to compare the CAD model and the live-action two-dimensional model of the project, obtain project progress data, and visually display the project progress data in a two-dimensional form.
In this embodiment, the design line comparison submodule 1302 first obtains a CAD model layer and a live-action two-dimensional model layer of the engineering project from the data management submodule 1101, then stacks the CAD model layer and the live-action two-dimensional model layer on the GIS geographic data through the layer management submodule 1201 to obtain a CAD display view and a live-action two-dimensional display view, finally calculates the overlapping ratio of the CAD display view and the live-action two-dimensional display view, calculates the amount of finished engineering and the amount of remaining engineering, obtains engineering progress data, and performs visual display on the engineering progress data in a two-dimensional form, wherein the visual display can also be in the form of an engineering progress chart.
According to the method and the device for scheduling the project, a user can intuitively know the progress of the project from a two-dimensional angle, so that resources required by related projects can be reasonably and timely scheduled in time, and the efficiency of project management is improved.
The quality inspection submodule 1303 is used for comparing the BIM model of the engineering component to be inspected with the live-action three-dimensional model of the engineering component to be inspected to obtain a deviation value of the live-action three-dimensional model of the engineering component to be inspected relative to the BIM model of the engineering component to be inspected, and visually displaying the deviation value.
In this embodiment, a user performs quality inspection configuration on an engineering component to be inspected through the data management sub-module 1101, the quality inspection sub-module 1303 obtains a BIM model layer of the engineering component to be inspected and a real three-dimensional model layer of the engineering component to be inspected from the data management sub-module 1101, and then stacks the BIM model layer of the engineering component to be inspected and the real three-dimensional model layer of the engineering component to be inspected on GIS geographic data through the layer management sub-module 1201 to obtain a BIM display diagram of the engineering component to be inspected and a real three-dimensional display diagram of the engineering component to be inspected, and finally calculates a deviation value of the real three-dimensional display diagram of the engineering component to be inspected relative to the BIM display diagram of the engineering component to be inspected, and visually displays the deviation value.
It should be noted that, BIM display diagrams of the components to be inspected and live-action three-dimensional display diagrams of the components to be inspected can be displayed on the left side and the right side of the screen in a split screen mode, so that users can visually compare the display diagrams.
According to the embodiment, a user can intuitively know the current implementation quality of the member to be inspected, so that deviation or fault occurring in the construction process of the member to be inspected can be found in time, project personnel can be helped to process the deviation or fault in time, and the efficiency of monitoring the engineering quality in engineering project management is improved.
The security inspection submodule 1304 is used for performing security inspection on the engineering construction site by using the unmanned aerial vehicle 30.
In this embodiment, the user selects the three-dimensional model layer of the real scene to be safely inspected through the data management submodule 1101, and then superimposes the three-dimensional model layer of the real scene with the geographic data of the GIS to obtain the three-dimensional display of the real scene to be safely inspected, and the three-dimensional display of the real scene is displayed on the WEB terminal, wherein the WEB terminal may be a browser interface of the server 10 or a browser interface of a client terminal in communication connection with the server 10, and the meaning of the WEB terminal mentioned in the following documents of the present application is the same as that and will not be repeated at this time. The user sets parameters of the three-dimensional course on the live three-dimensional display chart through the course setting submodule 1202, then the three-dimensional course is sent to the unmanned aerial vehicle base station 20, and the unmanned aerial vehicle base station 20 controls the unmanned aerial vehicle 30 to fly according to the three-dimensional course.
It should be noted that, the security inspection submodule 1304 obtains, from the unmanned aerial vehicle base station 20, image transmission data sent by the unmanned aerial vehicle 30, which may be a photo or a video, and displays the image on one side of the screen, and simultaneously, displays the position of the unmanned aerial vehicle on the live-action three-dimensional display on the other side of the screen in real time, so that the user can visually compare the image.
The security inspection submodule 1304 further provides functions of one-key landing, one-key take-off, photographing, video recording, data viewing and the like, is used for controlling the landing, take-off, photographing and video recording of the unmanned aerial vehicle 30 and viewing of photo and video data, when a user selects the photographing and video recording functions, the security inspection submodule 1304 automatically stores the photo and the recorded video data photographed by the unmanned aerial vehicle 30 into a background database, when the data viewing function is selected, the system invokes corresponding data in the background database and feeds back the data in the form of a data table, the fed back information comprises information such as task name, inspection time, photographing picture or photographing video, and the like, and the user can view the photo and the recorded video photographed by the unmanned aerial vehicle 30 at the WEB end.
It should be noted that, the three-dimensional route may also be selected from a plurality of three-dimensional routes with labels stored in advance in the background database, and once the three-dimensional route is selected, the security inspection submodule 1304 sends the three-dimensional route to the unmanned aerial vehicle base station 20, and the unmanned aerial vehicle base station 20 controls the unmanned aerial vehicle 30 to fly according to the three-dimensional route.
It should be noted that the function may be exited midway during the inspection process, and the route may be reselected for inspection.
The embodiment can enable the unmanned aerial vehicle 30 to replace people to carry out safe inspection on the construction site, and can discover various abnormal states of the construction site in a more timely and comprehensive manner, so that engineering personnel can master various abnormal accidents of the construction site in time and respond to the abnormal accidents in time.
The common tools submodule 1305 provides the functions of calculation amount on the map, map printing, map sharing, flight roaming, section analysis, square analysis and inundation analysis.
In this embodiment, the user can calculate the actual straight distance, the ground contact distance, the area, the simple height, the triangular height of the road surface, the structure, the parts, etc. of the engineering project through the common tool submodule 1305. The user can measure the straight line distance, the ground contact distance, the area, the simple height and the triangular height on the BIM model layer, the live-action three-dimensional model layer, the live-action two-dimensional model layer, the CAD model layer and the terrain model layer, the measured result is an engineering actual value, and the measured data can be converted into units according to the needs of the user.
As an implementation, the specific process of measuring the distance may be: and selecting a position point to be measured in the selected layer, selecting a plurality of position points, selecting at least two position points, automatically measuring and calculating the distance between the two adjacent position points according to the sequence of clicking the position points by a user, accumulating to obtain the full length, and displaying the distance on a WEB terminal.
As another implementation, the specific process of measuring the area may be: selecting a position point needing to measure distance in the image layer, selecting a plurality of position points, selecting at least three position points, calculating the area of a graph surrounded by the position points, and displaying the area on the WEB side.
According to the method and the device for calculating the engineering measurement data, the user can automatically calculate the distance or the area determined by the selected position point through the selected position point on the layer according to the required measurement unit, so that the calculation efficiency of the engineering measurement data in the engineering project is improved, and the management efficiency of the engineering project is further improved.
In this embodiment, the user may print the interface information displayed in the WEB terminal after the GIS geographic data is overlapped with the currently selected layer through the common tool submodule 1305.
In this embodiment, the currently selected layer may be one or more layers of an engineering model layer, an engineering live-action model layer, a three-dimensional model layer, and an engineering terrain model layer obtained from the data management sub-module 1101.
The embodiment provides the function of printing the corresponding display diagram obtained after each layer is overlapped with the GIS geographic data, and can be more flexibly applied to different application scenes, such as application scenes needing paper archiving or viewing.
In this embodiment, the user may also view engineering models and field conditions through the common tools sub-module 1305. The user may select or set a three-dimensional course, view angle, through course setting sub-module 1202, and common tool sub-module 1305 displays layer information and field environment to the user along the three-dimensional course at a first view angle for fly-roaming.
It should be noted that, the user may also set a route to be roamed in the live-action display diagram by using the common tool submodule 1305 to add a new route to be roamed, fill in or select attribute information, such as a name, a roaming object, whether to display a mark, whether to display a route, whether to project, whether to alarm from ground, lock a viewing angle distance, a viewing angle height, etc., and start "start roaming", so that the flying roaming can be performed in the live-action model layer according to the newly set route to be roamed. For automatically saving the newly set roaming route to the background database for subsequent selection by the data management submodule 1101.
According to the embodiment, the user can automatically add the roaming route according to the requirement, and the newly added roaming route of the user is stored for subsequent selection, so that the operable space independently selected by the user is improved, and the flexibility of the visual information management system is greatly improved.
In this embodiment, the user may also perform profile relief analysis of the selected terrain via the common tools sub-module 1305. The common tool submodule 1305 obtains an engineering terrain model layer from the data management submodule 1101, and superimposes the engineering terrain model layer and GIS geographic data through the GIS platform management module 120 to obtain a terrain model display, a user selects a terrain needing to be subjected to profile analysis from the terrain display layer, and after the common tool submodule 1305 obtains the terrain needing to be subjected to profile analysis selected by the user, the fluctuation condition of the profile of the selected terrain to a preset horizontal plane is analyzed, and visual display is carried out.
In this embodiment, the user may also calculate the amount of the selected area via the common tools sub-module 1305. The common tool submodule 1305 obtains an engineering terrain model layer from the data management submodule 1101, and superimposes the engineering terrain model layer and GIS geographic data through the GIS platform management module 120 to obtain a terrain model display, a user selects a first preset area in the terrain model display and sets the height of a reference surface, wherein the first preset area is an area needing to perform square quantity calculation, and after the common tool submodule 1305 obtains the first preset area and the height of the reference surface, the square quantity of the area based on the height of the reference surface is calculated and visually displayed.
In this embodiment, the user may also calculate a flooding analysis of the selected area via the common tools sub-module 1305. The common tool submodule 1305 obtains an engineering terrain model layer from the data management submodule 1101, and superimposes the engineering terrain model layer and GIS geographic data through the GIS platform management module 120 to obtain a terrain model display, and a user selects a second preset area from the terrain model display, and sets the lowest elevation, the highest elevation and the inundation speed, wherein the second preset area is an area needing inundation analysis. The common tool sub-module 1305 obtains the second preset area and the lowest altitude, the highest altitude and the flooding speed, then performs flooding analysis, and performs visual display. The embodiment of the application is helpful for intuitively helping engineering designers to consider flood control during design.
The embodiment also provides common functions in engineering design such as topographic relief analysis, area square quantity and inundation analysis, provides valuable reference data for engineering designers during engineering design, and improves engineering design efficiency of the engineering designers.
The embodiment of the application also provides a visual information management method, which is applied to the server 10, please refer to fig. 5, fig. 5 shows a flowchart of the visual information management method provided by the embodiment of the application, and the method comprises the following steps:
step S101, receiving and storing an engineering design model layer and an engineering live-action model layer.
And S102, respectively superposing the engineering design model layer and the engineering live-action model layer with the pre-stored GIS geographic data to obtain an engineering design display diagram and an engineering live-action display diagram.
And step S103, calculating the overlapping rate of the engineering design display diagram and the engineering live-action display diagram to obtain engineering progress data, and visually displaying the engineering progress data.
It should be noted that, the detailed implementation process of steps S101 to S103 is described in the foregoing embodiments, and the functional modules and the sub-functional modules are not described herein.
Embodiments of the present application provide a computer-readable storage medium having stored thereon a computer program which, when executed by a processor, implements the visual information management method described in the foregoing embodiments.
In summary, the embodiment of the application provides a visual information management system, a visual information management method and a visual information management server, wherein the visual information management system comprises a background management module, a GIS platform management module and a visual management module, and the background management module is used for receiving and storing an engineering design model layer and an engineering live-action model layer; the GIS platform management module is used for respectively superposing the engineering design model layer and the engineering live-action model layer with the pre-stored GIS geographic data to obtain an engineering design display diagram and an engineering live-action display diagram; the visual management module is used for calculating the overlapping rate of the engineering design display diagram and the engineering live-action display diagram, obtaining engineering progress data and visually displaying the engineering progress data. According to the method and the device for the project development, the project development data are visually displayed, so that efficient management of engineering projects is improved.
The foregoing is merely illustrative of the present application, and the present application is not limited thereto, and any changes or substitutions easily contemplated by those skilled in the art within the scope of the present application should be included in the present application. Therefore, the protection scope of the present application shall be subject to the protection scope of the claims.
Claims (9)
1. A visual information management system is characterized by being applied to a server, comprising a background management module, a geographic information system GIS platform management module and a visual management module,
the background management module is used for receiving and storing an engineering design model layer and an engineering live-action model layer;
the GIS platform management module is used for respectively superposing the engineering design model layer and the engineering live-action model layer with pre-stored GIS geographic data to obtain an engineering design display diagram and an engineering live-action display diagram;
the visual management module is used for calculating the overlapping rate of the engineering design display diagram and the engineering live-action display diagram to obtain engineering progress data, and visually displaying the engineering progress data, wherein the engineering progress data comprises the non-construction capacity, the construction capacity and the well pattern capacity of engineering projects;
the background management module is also used for receiving and storing engineering terrain model layers;
the visual management module is also used for superposing the engineering terrain model layer and GIS geographic data to obtain a terrain model display diagram;
the visual management module is also used for superposing the engineering terrain model layer, the engineering live-action model layer and GIS geographic data to obtain a live-action terrain model display diagram;
the visual management module is further used for obtaining a second preset area in the demonstration diagram of the real-scene terrain model, setting the lowest elevation, the highest elevation and the submerging speed, performing submerging analysis on the second preset area according to the lowest elevation, the highest elevation and the submerging speed to obtain a submerging analysis result, and performing visual display on the submerging analysis result.
2. The visual information management system of claim 1, wherein,
the background management module is also used for receiving and storing a component design layer of the engineering component to be inspected and a component live-action layer of the engineering component to be inspected;
the GIS platform management module is further used for respectively superposing the component design layer and the component live-action layer with the GIS geographic data to obtain a component design display diagram and a component live-action display diagram;
the visual management module is also used for calculating the deviation value of the component live-action display diagram relative to the component design display diagram and visually displaying the deviation value.
3. The visual information management system of claim 1, wherein,
the GIS platform management module is also used for setting a three-dimensional route and storing the three-dimensional route in the background management module in a form of a three-dimensional route pattern layer;
the visual management module is further used for superposing the engineering live-action model layer and the GIS geographic data to obtain an engineering live-action display diagram, and displaying the engineering live-action display diagram according to the view angle of the three-dimensional air route.
4. The visual information management system of claim 3, wherein the server is communicatively coupled to a drone base station, the drone base station is communicatively coupled to a drone,
the visual management module is further used for sending the three-dimensional route to the unmanned aerial vehicle base station, so that the unmanned aerial vehicle base station controls the unmanned aerial vehicle to fly according to the three-dimensional route, and the visual management module receives and displays real-time images shot by the unmanned aerial vehicle and transmitted back from the unmanned aerial vehicle base station.
5. The visual information management system of claim 4, wherein,
the visual management module is further used for displaying the real-time position of the unmanned aerial vehicle in the engineering live-action display according to the three-dimensional route.
6. The visual information management system of claim 1, wherein,
the visual management module is also used for acquiring a preset section in the terrain model display diagram, carrying out section analysis on the preset section to obtain the relief data of the preset section relative to a preset horizontal plane, and carrying out visual display on the relief data.
7. The visual information management system of claim 6, wherein,
the visual management module is further used for obtaining a first preset area in the terrain model display diagram, performing square quantity analysis on the first preset area to obtain an area square quantity of the first preset area relative to a preset height, and performing visual display on the area square quantity.
8. A method for visual information management, applied to a server, the method comprising:
receiving and storing an engineering design model layer and an engineering live-action model layer;
superposing the engineering design model layer and the engineering live-action model layer with pre-stored GIS geographic data respectively to obtain an engineering design display diagram and an engineering live-action display diagram;
calculating the overlapping rate of the engineering design display diagram and the engineering live-action display diagram to obtain engineering progress data, and visually displaying the engineering progress data, wherein the engineering progress data comprises the non-built capacity, the built capacity and the well pattern capacity of an engineering project;
receiving and storing an engineering terrain model layer;
superposing the engineering terrain model layer and GIS geographic data to obtain a terrain model display diagram;
superposing the engineering terrain model layer, the engineering live-action model layer and GIS geographic data to obtain a live-action terrain model display diagram;
and obtaining a second preset area in the live-action terrain model display diagram, setting the lowest elevation, the highest elevation and the flooding speed, carrying out flooding analysis on the second preset area according to the lowest elevation, the highest elevation and the flooding speed to obtain a flooding analysis result, and carrying out visual display on the flooding analysis result.
9. A server, the server comprising:
one or more processors;
a memory for storing one or more programs that, when executed by the one or more processors, cause the one or more processors to implement the visual information management method of claim 8.
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