CN117131561A - CAD drawing and progress chart combined display method and system for invisible and undispersed tunnel - Google Patents
CAD drawing and progress chart combined display method and system for invisible and undispersed tunnel Download PDFInfo
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Abstract
The application provides a CAD drawing and progress chart combined display method and system for a tunnel without scattering. The method comprises the following steps: converting the CAD drawing into a drawing SVG vector diagram; generating progress data and converting the progress data into a progress SVG vector diagram; integrating and superposing the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram; and binding the progress data with a mouse moving event in the complete SVG vector diagram, and displaying the planned completion time, the actual completion time and the predicted completion time of the mileage of the position of the mouse moving point. The scheme provided by the application can reflect the construction progress and the overall progress of each working face of the current tunnel in real time and adjust construction measures according to the hysteresis condition of the working faces in time; each project department can look over this project construction part tunnel section progress, and command portion also can merge project department tunnel, in time master whole construction progress.
Description
Technical Field
The application belongs to the field of engineering design, and particularly relates to a CAD drawing and progress chart combined display method and system for a tunnel without scattering.
Background
1) Fixed point is penetrated, namely in the tunnel construction process, in order to ensure the quality and safety of the tunnel, construction needs to be carried out at the two ends of the tunnel at the same time until working surfaces at the two ends are penetrated. Therefore, the problems of deviation, collapse and the like of the tunnel can be avoided, and the quality and the safety of the tunnel can be ensured.
2) The method is characterized in that two working surfaces are constructed in opposite directions, one working surface is constructed from small mileage to large mileage, and the other working surface is constructed from large mileage to small mileage, and according to work efficiency data, the expected convergence mileage and the penetration date are deduced.
3) Safety step: the tunnel safety step distance refers to the distance from the tunnel inverted arch to the tunnel face, or the distance from the tunnel secondary lining to the tunnel face.
4) Tunnel face (tunnel face) refers to an excavation face in an underground or mining project.
5) Surrounding rock grade: and (3) evaluating the property of the surrounding rock, judging the stability of the surrounding rock of the tunnel, wherein the surrounding rock of the tunnel is divided into six stages, namely a first stage, a second stage, a third stage, a fourth stage, a fifth stage and a sixth stage, and the smaller the number, the better the property of the surrounding rock.
6) CAD drawing: CAD (Computer-Aided Design) is an abbreviation for Computer Aided Design and is widely used in a variety of fields including mechanical Design, architectural Design, electronic Design, etc. CAD drawings are two-dimensional or three-dimensional design drawings created using CAD software.
7) DXF: DXF (Drawing Exchange Format) is a file format designed by AutoDesk corporation to allow graphics data of AutoCAD to be used in other software. This format is designed as a standard format for exchanging drawings between different CAD software. DXF files may contain 2D and 3D graphical information including lines, curves, surfaces, entities, text, bitmaps, and the like. It may also contain metadata such as layer, color, and line type.
8) Progress chart (two-dimensional pictogram): a progress chart is a tool for tracking the progress of an item or task. It can help project managers and team members to know the completion of work and whether to proceed as planned. In the system, a time mileage graph is used for presenting, the mileage stake marks of the tunnel are displayed by an abscissa, the planned completion time and the actual completion time of the current mileage stake marks are displayed by an ordinate, and the estimated completion time of the working face on the current working face is calculated according to the work efficiency data.
9) SVG: SVG (Scalable Vector Graphics) is an XML-based vector graphics format widely used to display graphics on the Web. SVG graphics can remain clear at any resolution and are therefore well suited for displaying complex CAD drawings.
10 Work breakdown structure (Work Breakdown Structure, WBS): grouping project elements guided by deliverables generalizes and defines the overall scope of the project with each layer down representing a more detailed definition of project work. WBSs are always at the center of the planning process and are also an important basis for scheduling, resource demand, cost budgets, risk management plans, and procurement plans, among others.
11 The sub-project refers to sub-division of the sub-project, which is a basic project, also called project sub-project or sub-project, constituting the sub-project, and is a construction project or installation project which can be produced through a relatively simple construction process and can be calculated by using a proper measuring unit. Generally, construction items are divided according to different factors such as the selected construction method, the used materials, the specifications of structural members and the like. For example, the method can be divided into brick foundations, brick walls, brick columns, block walls, reinforced brick lintels and the like in masonry engineering, and divided into earthwork, backfill and residual soil outward transportation in earthwork engineering. The number of engineering entities metered in appropriate metering units is the engineering quantity.
The CAD drawings and the progress chart are combined together so that they are displayed simultaneously on one interface. This may allow a project team to more conveniently view and understand the design drawings and project schedules, thereby improving efficiency and productivity.
Prior art and drawbacks thereof
1) AutoCAD software native to AutoDesk does not directly support exporting CAD drawings to SVG format. The official method of displaying CAD drawings on the Web is the Forge platform using AutoDesk, but it displays a master image or renders using WebGL instead of SVG. In addition, some third-party WebGL schemes exist, but the WebGL mode is difficult to combine with the progress chart, mainly for the following reasons:
not vector graphics: webGL is mainly used to render bitmap graphics, while SVG is a vector graphics format. This means that SVG images can be scaled to any size without loss, while WebGL rendered images may be distorted or blurred when enlarged.
Performance requirements: webGL is a GPU-based rendering technology with certain demands on hardware. On some old or low-end devices, webGL may not work or perform poorly.
Compatibility problem: while most modern Web browsers support WebGL, there are some browsers or devices that may not support or require manual enablement by the user. While SVG has a wider compatibility.
Programming complexity: complex 3D rendering using WebGL requires high programming skills and in-depth graphics knowledge. While SVG is relatively simple to use, graphics can be described directly in XML format text.
Difficult to search and index: SVG files can be indexed by a search engine, can be read by a screen reader, and can be selected and copied directly by a user. Whereas WebGL rendered images are in a bitmap form, without these properties.
Interactivity problem: while WebGL can create complex interactive effects, this requires writing a large amount of code. While SVG elements can be controlled directly with HTML and CSS styles and events, they are more suitable for creating simple interactive effects.
2) Converting CAD files to SVG, there are many tools on the web, including some open source and commercial software. For example, you can use LibreCAD, which is an open-source 2D CAD application that exports CAD files into SVG format. Another option is an online conversion tool like "condition. Co" or "angconv. Com", but they each have some limitations:
functional limitations: some tools may not fully support all CAD features and elements, such as fill (latch), custom linetypes, etc. This may result in the converted SVG being different from the original CAD drawing.
Version compatibility problem: CAD file formats (e.g., DXF) have multiple versions, each of which may have different characteristics and formats. Some tools may not support all versions or problems may occur when processing certain versions.
Performance problems: for large CAD files or large numbers of files, some tools may not process efficiently. This may result in the conversion process being too long or consuming too much computing resources.
Complexity of use: some tools may require complex setup or command line operations, or may require knowledge of the expertise of some CAD and SVG. This may increase the difficulty of using the tool and the learning cost.
Integration problem: there may be some restrictions on the use of third party tools if the CAD to SVG conversion process needs to be integrated into your application or workflow. For example, you may need to call tools through a command line or other interface, which may require additional programming effort.
Licensing and cost issues: some tools may require a license to be purchased, or have some usage restrictions. This may increase the cost of using the tool or limit the use of the tool.
Update and maintenance problems: the update and maintenance of the third party tool is dependent on its developer or vendor. If the tool is no longer updated or maintained, or compatibility or security issues occur, you may need to find other tools.
Disclosure of Invention
In order to solve the technical problems, the application provides a technical scheme of a CAD drawing and progress chart combined display method for a tunnel without scattering, so as to solve the technical problems.
The application discloses a CAD drawing and progress chart combined display method for a tunnel without any dispersion, which comprises the following steps:
step S1, converting a CAD drawing into a drawing SVG vector diagram;
s2, generating progress data and converting the progress data into a progress SVG vector diagram;
s3, integrating and superposing the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram;
and S4, binding progress data with a mouse moving event in the complete SVG vector diagram, and displaying planned completion time, actual completion time and predicted completion time of mileage of the position of the mouse moving point.
According to the method of the first aspect of the present application, in the step S1, the method for converting a CAD drawing into a drawing SVG vector diagram includes:
and analyzing the DXF format of the CAD drawing, converting the JSON format into a JSON object, and converting the JSON object into an SVG vector diagram to obtain the drawing SVG vector diagram.
According to the method of the first aspect of the present application, in the step S2, the method for converting the progress data into a progress SVG vector diagram includes:
and converting the progress data in the JSON format into an SVG vector diagram according to the configuration parameters in the JSON format, and obtaining the progress SVG vector diagram.
According to the method of the first aspect of the present application, in the step S2, the method for generating progress data includes:
project division tunnel working surfaces are provided with working surface construction directions, namely whether the working surfaces are constructed from small mileage to large mileage or not, and division projects are divided into three sub-projects for the working surfaces: excavating, primary supporting, secondary lining and inverted arches; under each sub project, dividing the project into a plurality of construction units, namely construction parts, according to mileage;
recording the daily construction condition of the tunnel by using a construction log, wherein the daily construction condition comprises the completion time and mileage of each construction part under the completed sub-item;
reading and summarizing the construction completion quantity of each construction part of the current tunnel in real time, calculating the completion time of the pile number corresponding to the start and end of each construction part, reading the work efficiency setting data, and calculating the estimated completion time of each part; if the two working surfaces are constructed in opposite directions, further calculating the estimated penetration time and penetration mileage of the two working surfaces; the actual completion time data of the ordinate in the progress chart of the construction site is derived from the actual completion time data of the current mileage recorded in the construction log.
When reading and summarizing progress data, respectively reading according to excavation, primary support and secondary lining, namely an inverted arch; the timeline of the ordinate of the progress data is derived from planned/actual and projected completion time data for the excavation and prime branches;
the progress data of the project parts are generated, and the progress data of the project parts are spliced together to form the progress data of the command part layer.
According to the method of the first aspect of the present application, in the step S3, the method for integrating and superposing the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram includes:
and switching the progress diagram of the progress data into a vertical section mode, and then superposing the drawing SVG vector diagram and the lower half part of the progress SVG vector diagram to form a complete SVG vector diagram of the vertical section mode.
According to the method of the first aspect of the present application, in the step S4, the method for binding progress data to a mouse movement event and displaying a planned completion time, an actual completion time and an estimated completion time of a mileage of a mouse movement point position includes:
and drawing a vertical dotted line at the mileage point position of the mouse moving point position, and displaying the planned completion time, the actual completion time and the predicted completion time of the mileage of the mouse moving point position through the intersection point of the dotted line and the time line of the complete SVG vector diagram.
The application discloses a CAD drawing and progress chart combined display system for a tunnel without any dispersion, which comprises the following steps:
the first processing module is configured to convert the CAD drawing into a drawing SVG vector diagram;
the second processing module is configured to generate progress data and convert the progress data into a progress SVG vector diagram;
the third processing module is configured to integrate and superimpose the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram;
and a fourth processing module configured to bind the progress data to a mouse movement event in the complete SVG vector diagram, and display a planned completion time, an actual completion time and an estimated completion time of the mileage of the mouse movement point position.
A third aspect of the application discloses an electronic device. The electronic device comprises a memory and a processor, the memory stores a computer program, and the processor implements the steps in a combined CAD drawing and progress chart display method of the tunnel-undispersed of any one of the first aspect of the disclosure when executing the computer program.
A fourth aspect of the application discloses a computer-readable storage medium. A computer readable storage medium has stored thereon a computer program which, when executed by a processor, implements the steps in a method for combined presentation of CAD drawings and schedule drawings with undispersed tunnels of any one of the first aspects of the present disclosure.
In summary, the scheme provided by the application can reflect the construction progress and the overall progress of each working face of the current tunnel in real time and adjust construction measures in time according to the hysteresis condition of the working face; each project department can look over this project construction part tunnel section progress, and command portion also can merge project department tunnel, in time master whole construction progress.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are needed in the description of the embodiments or the prior art will be briefly described, and it is obvious that the drawings in the description below are some embodiments of the present application, and other drawings can be obtained according to the drawings without inventive effort for a person skilled in the art.
FIG. 1 is a flowchart of a CAD drawing and progress chart combined display method for a tunnel without dispersion according to an embodiment of the application;
FIG. 2 is a block diagram of a CAD drawing and progress chart combined display system with no tunnel divergence according to an embodiment of the present application;
fig. 3 is a block diagram of an electronic device according to an embodiment of the present application.
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 only some embodiments of the present application, not all embodiments of the present 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.
The application discloses a CAD drawing and progress chart combined display method for a tunnel without scattering. Fig. 1 is a flowchart of a method for jointly displaying a CAD drawing and a progress chart with a tunnel invisible according to an embodiment of the present application, as shown in fig. 1, the method includes:
step S1, converting a CAD drawing into a drawing SVG vector diagram;
s2, generating progress data and converting the progress data into a progress SVG vector diagram;
s3, integrating and superposing the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram;
and S4, binding progress data with a mouse moving event in the complete SVG vector diagram, and displaying planned completion time, actual completion time and predicted completion time of mileage of the position of the mouse moving point.
In step S1, the CAD drawing is converted into a drawing SVG vector diagram.
In some embodiments, in the step S1, the method for converting a CAD drawing into a drawing SVG vector diagram includes:
and analyzing the DXF format of the CAD drawing, converting the JSON format into a JSON object, and converting the JSON object into an SVG vector diagram to obtain the drawing SVG vector diagram.
Specifically, DXF contains layers, styles, entities and other information, which can be converted into g, style, path and other elements in SVG;
supported DXF entity types: ARC (circular ARC), CIRCLE (CIRCLE), ELLIPSE (ELLIPSE), HATCH (pattern fill), LINE (straight LINE), lwpoly (optimized multi-LINE), MTEXT (multi-LINE TEXT), POINT (dot), poly (multi-LINE), SOLID (SOLID), SPLINE (SPLINE curve), and TEXT (TEXT).
In step S2, progress data is generated and converted into a progress SVG vector diagram.
In some embodiments, in the step S2, the method of converting the progress data into a progress SVG vector map includes:
and converting the progress data in the JSON format into an SVG vector diagram according to the configuration parameters in the JSON format, and obtaining the progress SVG vector diagram.
The method for generating progress data comprises the following steps:
project division tunnel working surfaces are provided with working surface construction directions, namely whether the working surfaces are constructed from small mileage to large mileage or not, and division projects are divided into three sub-projects for the working surfaces: excavating, primary supporting, secondary lining and inverted arches; under each sub project, dividing the project into a plurality of construction units, namely construction parts, according to mileage;
recording the daily construction condition of the tunnel by using a construction log, wherein the daily construction condition comprises the completion time and mileage of each construction part under the completed sub-item;
reading and summarizing the construction completion quantity of each construction part of the current tunnel in real time, calculating the completion time of the pile number corresponding to the start and end of each construction part, reading the work efficiency setting data, and calculating the estimated completion time of each part; if the two working surfaces are constructed in opposite directions, further calculating the estimated penetration time and penetration mileage of the two working surfaces; the actual completion time data of the ordinate in the progress chart of the construction site is derived from the actual completion time data of the current mileage recorded in the construction log.
When reading and summarizing progress data, respectively reading according to excavation, primary support and secondary lining, namely an inverted arch; the timeline of the ordinate of the progress data is derived from planned/actual and projected completion time data for the excavation and prime branches;
the progress data of the project parts are generated, and the progress data of the project parts are spliced together to form the progress data of the command part layer.
And in step S3, integrating and superposing the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram.
In some embodiments, in the step S3, the method for integrally stacking the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram includes:
and switching the progress diagram of the progress data into a vertical section mode, and then superposing the drawing SVG vector diagram and the lower half part of the progress SVG vector diagram to form a complete SVG vector diagram of the vertical section mode.
In step S4, in the complete SVG vector diagram, the progress data is bound to the mouse movement event, and the planned completion time, the actual completion time and the predicted completion time of the mileage of the position of the mouse movement point are displayed.
In some embodiments, in the step S4, the method for binding progress data to a mouse movement event, displaying a planned completion time, an actual completion time, and an estimated completion time of a mileage of a mouse movement point position includes:
and drawing a vertical dotted line at the mileage point position of the mouse moving point position, and displaying the planned completion time, the actual completion time and the predicted completion time of the mileage of the mouse moving point position through the intersection point of the dotted line and the time line of the complete SVG vector diagram.
In summary, the scheme provided by the application has the following advantages:
custom and flexibility: this approach can be fully customized to meet specific requirements, e.g., deciding which CAD elements should be converted to SVG, how to represent and update progress information, and how to present such information in the user interface.
Seamless integration: CAD drawings and progress charts may be integrated into the same SVG so that they are presented simultaneously in one interface. This may be more convenient and easier to understand than showing them separately in two separate interfaces.
Cross-platform and cross-device: SVG is a Web standard supported by all major Web browsers. This means that our method can be used on any device and platform, whether a large screen computer or a small screen mobile device.
Scalability: SVG is a vector graphics format that can be scaled to any size without loss. This means that CAD drawings can be clearly displayed, no matter how large or small they are scaled.
Interactivity: SVG supports various interactive functions such as clicking, hovering, dragging, etc. These functions may be used to create a rich user experience, for example, clicking on an element to display more information about it, or dragging a slider to update a progress chart.
Performance optimization: targeted optimizations may be employed to improve performance, for example, to update only the changed portions, or to use efficient data structures and algorithms.
Efficiency and productivity are improved: finally, the CAD drawings and progress information can be more conveniently checked and understood by the project team, so that the efficiency and productivity of the project team are improved
In addition, the two-dimensional model data of the tunnel and the production progress management system are integrated in depth data so as to reflect the progress condition of the current construction tunnel in real time, and the predicted through time can be estimated in real time according to the current construction progress, so that a decision basis is provided for a production department.
1) The working face data is derived from the division of working points in the current project, and after the working points are selected, the construction sites under the working points can be further selected, wherein the construction sites are construction units divided according to a standard working decomposition structure (WBS)
2) The two-dimensional model displays a plan progress, an actual progress and a deduction progress in real time and a today line, wherein the plan progress is a plan start date and a plan through date which are input when a working point is selected by a working face is created, the actual progress is generated by generating a progress system construction cloud note App, construction log data which are recorded by site constructors every day, and the deduction progress is estimated through time which is generated according to the current actual progress and calculated in real time according to experience work efficiency or custom work efficiency.
The experience work efficiency is generated according to historical data, and the actual work efficiency is automatically generated according to the construction log data actually recorded by the construction cloud note App. The actual efficiency of tunnel construction can be controlled in real time through actual work efficiency checking.
The current line displays the tunnel construction condition which is cut off to the present day, and is convenient for the manager to count the progress state (advance or retard) of the current tunnel.
The two-dimensional model displays the positions of the working surfaces according to layers, the working surfaces are designed to be practical progress conditions of surrounding rock and practical surrounding rock grade conditions, secondary lining, excavation, primary support, inverted arch and the like, and the whole condition of the tunnel and the construction condition of each working surface are displayed below the two-dimensional model diagram.
In an actual construction scene, a very long tunnel may be divided into different project parts for construction, two-dimensional model diagrams of the project parts can be respectively compiled by the different project parts at the project part level, two-dimensional model diagrams of the command part level can be compiled at the command part level, subordinate projects of the current command part can be selected at the moment, and two-dimensional models of the subordinate projects can be respectively introduced. Thus, the whole situation of the whole tunnel can be checked in real time at the command part
After selecting the different project section models, the working faces of the selected models will be merged.
After the models of different project parts are selected, the two-dimensional models of the selected models are combined and displayed, the left side is Indonesia Mo Gaotie project, the right side is Indonesia project six company, and meanwhile, the overall progress of the tunnel, the overall progress condition of each project part and the progress condition of each project working face are displayed below the two-dimensional model diagram.
In addition to displaying the planned progress and the actual progress line, a longitudinal section map of the current model may be introduced, and the modes may be freely switched between the slope map and the longitudinal section map. The mode of the vertical section is helpful for customers to more intuitively see the construction progress of the current tunnel.
The two-dimensional model can be exported into SVG pictures, and is convenient to insert and use in other documents (such as PPT demonstration documents).
The application discloses a CAD drawing and progress chart combined display system for a tunnel without scattering. FIG. 2 is a block diagram of a CAD drawing and progress chart combined display system with no tunnel divergence according to an embodiment of the present application; as shown in fig. 2, the system 100 includes:
a first processing module 101 configured to convert the CAD drawing into a drawing SVG vector diagram;
a second processing module 102 configured to generate progress data and convert the progress data into a progress SVG vector map;
a third processing module 103, configured to integrate and superimpose the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram;
a fourth processing module 104 is configured to bind the progress data to a mouse movement event in the complete SVG vector graph, and display a planned completion time, an actual completion time, and an estimated completion time of the mileage of the mouse movement point position.
According to the system of the second aspect of the present application, the first processing module 101 is specifically configured to the method for converting a CAD drawing into a drawing SVG vector diagram, which includes:
and analyzing the DXF format of the CAD drawing, converting the JSON format into a JSON object, and converting the JSON object into an SVG vector diagram to obtain the drawing SVG vector diagram.
Specifically, DXF contains layers, styles, entities and other information, which can be converted into g, style, path and other elements in SVG;
supported DXF entity types: ARC (circular ARC), CIRCLE (CIRCLE), ELLIPSE (ELLIPSE), HATCH (pattern fill), LINE (straight LINE), lwpoly (optimized multi-LINE), MTEXT (multi-LINE TEXT), POINT (dot), poly (multi-LINE), SOLID (SOLID), SPLINE (SPLINE curve), and TEXT (TEXT).
According to the system of the second aspect of the present application, the second processing module 102 is specifically configured to the method for converting the progress data into a progress SVG vector diagram, including:
and converting the progress data in the JSON format into an SVG vector diagram according to the configuration parameters in the JSON format, and obtaining the progress SVG vector diagram.
The method for generating progress data comprises the following steps:
project division tunnel working surfaces are provided with working surface construction directions, namely whether the working surfaces are constructed from small mileage to large mileage or not, and division projects are divided into three sub-projects for the working surfaces: excavating, primary supporting, secondary lining and inverted arches; under each sub project, dividing the project into a plurality of construction units, namely construction parts, according to mileage;
recording the daily construction condition of the tunnel by using a construction log, wherein the daily construction condition comprises the completion time and mileage of each construction part under the completed sub-item;
reading and summarizing the construction completion quantity of each construction part of the current tunnel in real time, calculating the completion time of the pile number corresponding to the start and end of each construction part, reading the work efficiency setting data, and calculating the estimated completion time of each part; if the two working surfaces are constructed in opposite directions, further calculating the estimated penetration time and penetration mileage of the two working surfaces; the actual completion time data of the ordinate in the progress chart of the construction site is derived from the actual completion time data of the current mileage recorded in the construction log.
When reading and summarizing progress data, respectively reading according to excavation, primary support and secondary lining, namely an inverted arch; the timeline of the ordinate of the progress data is derived from planned/actual and projected completion time data for the excavation and prime branches;
the progress data of the project parts are generated, and the progress data of the project parts are spliced together to form the progress data of the command part layer.
And in step S3, integrating and superposing the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram.
According to the system of the second aspect of the present application, the third processing module 103 is specifically configured to integrate and superimpose the drawing SVG vector diagram and the progress SVG vector diagram, and the method for forming a complete SVG vector diagram includes:
and switching the progress diagram of the progress data into a vertical section mode, and then superposing the drawing SVG vector diagram and the lower half part of the progress SVG vector diagram to form a complete SVG vector diagram of the vertical section mode.
The system according to the second aspect of the present application, the fourth processing module 104 is specifically configured such that the method for binding progress data to a mouse movement event, displaying a planned completion time, an actual completion time, and an expected completion time of a mileage of a mouse movement point position includes:
and drawing a vertical dotted line at the mileage point position of the mouse moving point position, and displaying the planned completion time, the actual completion time and the predicted completion time of the mileage of the mouse moving point position through the intersection point of the dotted line and the time line of the complete SVG vector diagram.
A third aspect of the application discloses an electronic device. The electronic device comprises a memory and a processor, wherein the memory stores a computer program, and the processor realizes the steps in the method for jointly displaying the CAD drawing and the progress chart without loosing the tunnel according to any one of the first aspect of the disclosure when executing the computer program.
Fig. 3 is a block diagram of an electronic device according to an embodiment of the present application, and as shown in fig. 3, the electronic device includes a processor, a memory, a communication interface, a display screen, and an input device connected through a system bus. Wherein the processor of the electronic device is configured to provide computing and control capabilities. The memory of the electronic device includes a nonvolatile storage medium and an internal memory. The non-volatile storage medium stores an operating system and a computer program. The internal memory provides an environment for the operation of the operating system and computer programs in the non-volatile storage media. The communication interface of the electronic device is used for conducting wired or wireless communication with an external terminal, and the wireless communication can be achieved through WIFI, an operator network, near Field Communication (NFC) or other technologies. The display screen of the electronic equipment can be a liquid crystal display screen or an electronic ink display screen, and the input device of the electronic equipment can be a touch layer covered on the display screen, can also be keys, a track ball or a touch pad arranged on the shell of the electronic equipment, and can also be an external keyboard, a touch pad or a mouse and the like.
It will be appreciated by those skilled in the art that the structure shown in fig. 3 is merely a block diagram of a portion related to the technical solution of the present disclosure, and does not constitute a limitation of the electronic device to which the technical solution of the present disclosure is applied, and that a specific electronic device may include more or less components than those shown in the drawings, or may combine some components, or have different component arrangements.
A fourth aspect of the application discloses a computer-readable storage medium. The computer readable storage medium stores a computer program which, when executed by a processor, implements steps in a method for jointly displaying a CAD drawing and a progress chart with undispersed tunnel according to any one of the first aspects of the present disclosure.
Note that the technical features of the above embodiments may be arbitrarily combined, and all possible combinations of the technical features in the above embodiments are not described for brevity of description, however, as long as there is no contradiction between the combinations of the technical features, they should be regarded as the scope of the description. The foregoing examples illustrate only a few embodiments of the application, which are described in detail and are not to be construed as limiting the scope of the application. It should be noted that it will be apparent to those skilled in the art that several variations and modifications can be made without departing from the spirit of the application, which are all within the scope of the application. Accordingly, the scope of protection of the present application is to be determined by the appended claims.
Claims (9)
1. A CAD drawing and progress chart combined display method for a tunnel without scattering is characterized by comprising the following steps:
step S1, converting a CAD drawing into a drawing SVG vector diagram;
s2, generating progress data and converting the progress data into a progress SVG vector diagram;
s3, integrating and superposing the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram;
and S4, binding progress data with a mouse moving event in the complete SVG vector diagram, and displaying planned completion time, actual completion time and predicted completion time of mileage of the position of the mouse moving point.
2. The method for combined display of CAD drawings and a progress chart with undispersed tunnel according to claim 1, wherein in step S1, the method for converting CAD drawings into a drawing SVG vector diagram comprises:
and analyzing the DXF format of the CAD drawing, converting the JSON format into a JSON object, and converting the JSON object into an SVG vector diagram to obtain the drawing SVG vector diagram.
3. The method for combined display of CAD drawings and schedule drawings with undispersed tunnels according to claim 1, wherein in step S2, the method for converting the schedule data into a schedule SVG vector diagram comprises:
and converting the progress data in the JSON format into an SVG vector diagram according to the configuration parameters in the JSON format, and obtaining the progress SVG vector diagram.
4. The method for combined display of CAD drawings and schedule drawings with undispersed tunnels according to claim 1, wherein in step S2, the method for generating schedule data comprises:
project division tunnel working surfaces are provided with working surface construction directions, namely whether the working surfaces are constructed from small mileage to large mileage or not, and division projects are divided into three sub-projects for the working surfaces: excavating, primary supporting, secondary lining and inverted arches; under each sub project, dividing the project into a plurality of construction units, namely construction parts, according to mileage;
recording the daily construction condition of the tunnel by using a construction log, wherein the daily construction condition comprises the completion time and mileage of each construction part under the completed sub-item;
reading and summarizing the construction completion quantity of each construction part of the current tunnel in real time, calculating the completion time of the pile number corresponding to the start and end of each construction part, reading the work efficiency setting data, and calculating the estimated completion time of each part; if the two working surfaces are constructed in opposite directions, further calculating the estimated penetration time and penetration mileage of the two working surfaces; the actual completion time data of the ordinate in the progress chart of the construction site is derived from the actual completion time data of the current mileage recorded in the construction log.
When reading and summarizing progress data, respectively reading according to excavation, primary support and secondary lining, namely an inverted arch; the timeline of the ordinate of the progress data is derived from planned/actual and projected completion time data for the excavation and prime branches;
the progress data of the project parts are generated, and the progress data of the project parts are spliced together to form the progress data of the command part layer.
5. The method for jointly displaying the CAD drawing and the progress chart with the undispersed tunnel according to claim 1, wherein in the step S3, the method for integrally superposing the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram comprises:
and switching the progress diagram of the progress data into a vertical section mode, and then superposing the drawing SVG vector diagram and the lower half part of the progress SVG vector diagram to form a complete SVG vector diagram of the vertical section mode.
6. The method for combined display of CAD drawing and progress chart with undispersed tunnel according to claim 1, wherein in step S4, the method for binding progress data to a mouse movement event, displaying planned completion time, actual completion time and predicted completion time of mileage at a position of a mouse movement point comprises:
and drawing a vertical dotted line at the mileage point position of the mouse moving point position, and displaying the planned completion time, the actual completion time and the predicted completion time of the mileage of the mouse moving point position through the intersection point of the dotted line and the time line of the complete SVG vector diagram.
7. A CAD drawing and progress chart combined display system for tunnel obscuration, the system comprising:
the first processing module is configured to convert the CAD drawing into a drawing SVG vector diagram;
the second processing module is configured to generate progress data and convert the progress data into a progress SVG vector diagram;
the third processing module is configured to integrate and superimpose the drawing SVG vector diagram and the progress SVG vector diagram to form a complete SVG vector diagram;
and a fourth processing module configured to bind the progress data to a mouse movement event in the complete SVG vector diagram, and display a planned completion time, an actual completion time and an estimated completion time of the mileage of the mouse movement point position.
8. An electronic device comprising a memory and a processor, the memory storing a computer program, the processor implementing the steps in a combined tunnel-undispersed CAD drawing and progress map presentation method of any one of claims 1 to 6 when the computer program is executed.
9. A computer readable storage medium, wherein a computer program is stored on the computer readable storage medium, and when the computer program is executed by a processor, the computer program implements the steps in a combined CAD drawing and schedule drawing display method for tunnel obscuration according to any one of claims 1 to 6.
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN118762381A (en) * | 2024-09-06 | 2024-10-11 | 清云小筑(北京)创新技术有限公司 | Engineering drawing information extraction method and device, electronic equipment and storage medium |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20100318392A1 (en) * | 2009-04-13 | 2010-12-16 | Vardaman, Ltd. | Industrial status viewer system and method |
US20160171406A1 (en) * | 2014-12-16 | 2016-06-16 | Oracle International Corporation | System and method for intelligent project schedule forecasting |
CN106384191A (en) * | 2016-08-31 | 2017-02-08 | 铁道第三勘察设计院集团有限公司 | Railway tunnel construction progress management system and method based on 3DGIS and engineering 3D model |
CN109636887A (en) * | 2018-11-29 | 2019-04-16 | 北京宇航系统工程研究所 | A kind of conversion of Two-dimensional electron technical drawing format and vector quantization interactive system |
CN109903008A (en) * | 2019-01-25 | 2019-06-18 | 国电南瑞科技股份有限公司 | A kind of subway work construction project progress visualization managing and control system and management-control method |
CN111241620A (en) * | 2020-01-09 | 2020-06-05 | 中交二公局东萌工程有限公司 | Construction period prediction method and construction method based on tunnel engineering progress slope diagram |
CN115292626A (en) * | 2022-07-26 | 2022-11-04 | 上海大学 | Shield propulsion plane section map progress display method based on SVG technology |
CN115456814A (en) * | 2022-09-30 | 2022-12-09 | 中铁十八局集团有限公司 | Tunnel management platform taking construction organization as core |
-
2023
- 2023-07-31 CN CN202310954465.XA patent/CN117131561B/en active Active
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20100318392A1 (en) * | 2009-04-13 | 2010-12-16 | Vardaman, Ltd. | Industrial status viewer system and method |
US20160171406A1 (en) * | 2014-12-16 | 2016-06-16 | Oracle International Corporation | System and method for intelligent project schedule forecasting |
CN106384191A (en) * | 2016-08-31 | 2017-02-08 | 铁道第三勘察设计院集团有限公司 | Railway tunnel construction progress management system and method based on 3DGIS and engineering 3D model |
CN109636887A (en) * | 2018-11-29 | 2019-04-16 | 北京宇航系统工程研究所 | A kind of conversion of Two-dimensional electron technical drawing format and vector quantization interactive system |
CN109903008A (en) * | 2019-01-25 | 2019-06-18 | 国电南瑞科技股份有限公司 | A kind of subway work construction project progress visualization managing and control system and management-control method |
CN111241620A (en) * | 2020-01-09 | 2020-06-05 | 中交二公局东萌工程有限公司 | Construction period prediction method and construction method based on tunnel engineering progress slope diagram |
CN115292626A (en) * | 2022-07-26 | 2022-11-04 | 上海大学 | Shield propulsion plane section map progress display method based on SVG technology |
CN115456814A (en) * | 2022-09-30 | 2022-12-09 | 中铁十八局集团有限公司 | Tunnel management platform taking construction organization as core |
Non-Patent Citations (2)
Title |
---|
张杰;齐林海;马素霞;: "SVG在电网工程项目进度管理中的应用研究", 电力科学与工程, no. 12, 28 December 2009 (2009-12-28), pages 16 - 18 * |
朱琳;徐万发;周念慈;朱轶殊;张俊杰;: "基于SVG的煤矿综合显示技术", 煤矿安全, no. 07, 20 July 2017 (2017-07-20), pages 132 - 135 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN118762381A (en) * | 2024-09-06 | 2024-10-11 | 清云小筑(北京)创新技术有限公司 | Engineering drawing information extraction method and device, electronic equipment and storage medium |
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