Tunnel construction informatization display method and device and electronic equipment

Abstract

The invention provides a tunnel construction informatization display method and device and electronic equipment, relates to the technical field of informatization engineering, and solves the technical problem that an existing tunnel engineering construction information display mode is poor in intuition. The method comprises the following steps: filling different original surrounding rock grade lines in a space of a tunnel plane graph and a tunnel longitudinal section graph according to a specified original surrounding rock grade; displaying the negative change length of the surrounding rock grade on the inner side of the tunnel plane graph and the positive change length of the surrounding rock grade on the outer side of the tunnel plane graph according to the tunnel construction progress data, and filling the changed surrounding rock grade lines according to the changed surrounding rock grade; the one-time footage length of the tunnel face is displayed on the outer side of the surrounding rock grade negative change length; and displaying a prospecting surrounding rock grade column, a surrounding rock grade change column and a tunnel face one-time footage length column below the tunnel longitudinal section graph.

Description

Technical Field

[0001] The present application relates to the field of information engineering technology, and in particular to a method, device and electronic equipment for displaying information on tunnel construction. Background Art

[0002] Currently, the way construction information is displayed during tunnel construction directly determines the project management approach, the understanding of cost changes, and the deployment of subsequent work. Currently, tunnel construction information is mostly displayed in reports and text. Due to complex geological conditions, frequent changes in surrounding rock grades, and a high degree of technical expertise, tunnel construction information is extremely complex. However, this existing method of displaying tunnel construction information is not intuitive, resulting in a significant time-consuming project management process. It is also easy to miss important construction information during the management process, which can even lead to incorrect decisions. Summary of the Invention

[0003] The purpose of the present invention is to provide a method, device and electronic equipment for displaying tunnel construction information, so as to solve the technical problem that the existing tunnel engineering construction information display method has poor intuitiveness.

[0004] In a first aspect, the present application provides a method for displaying information on tunnel construction, the method comprising:

[0005] Acquire a tunnel graphic; the tunnel graphic includes a tunnel plane graphic and a tunnel longitudinal section graphic;

[0006] Determining and filling different original surrounding rock grade patterns in the space of the tunnel plan figure and the tunnel longitudinal section figure according to the specified original surrounding rock grade;

[0007] Acquiring tunnel construction progress data, determining and displaying a negative change length of the surrounding rock grade on the inner side of the tunnel plane graphic and a positive change length of the surrounding rock grade on the outer side of the tunnel plane graphic based on the tunnel construction progress data, and filling a changed surrounding rock grade pattern based on the changed surrounding rock grade;

[0008] The tunnel face advance length is displayed outside the negative change length of the surrounding rock grade; an arrow is marked corresponding to each advancement length of the tunnel face;

[0009] The survey surrounding rock grade column is determined according to the specified original surrounding rock grade and the original surrounding rock grade texture, the surrounding rock grade change column is determined according to the surrounding rock grade negative change length, the surrounding rock grade positive change length and the changed surrounding rock grade texture, the tunnel face one-time footage length column is determined according to the tunnel face one-time footage length, and the survey surrounding rock grade column, the surrounding rock grade change column and the tunnel face one-time footage length column are displayed below the tunnel longitudinal section graphic.

[0010] In one possible implementation, the method further includes:

[0011] determining a tunnel construction status based on the tunnel construction progress data, determining a survey surrounding rock grade based on different lengths of the designated original surrounding rock grades, determining a construction surrounding rock grade based on the lengths of the changed surrounding rock grades corresponding to different surrounding rock grades, and determining a surrounding rock grade change based on the survey surrounding rock grade and the construction surrounding rock grade;

[0012] The tunnel construction status, the survey surrounding rock grade status, the construction surrounding rock grade status, the surrounding rock grade change status and the surrounding rock grade legend column are displayed below the tunnel plane and the tunnel longitudinal section.

[0013] In a possible implementation, the tunnel construction status includes at least one of the tunnel mileage pile number, the total tunnel construction length, the mileage pile number of the current tunnel face, and the total constructed length;

[0014] Determining the survey surrounding rock grade according to the lengths of the different designated original surrounding rock grades includes: determining the total length of all designated original surrounding rock grades according to the lengths of the different designated original surrounding rock grades, and determining the survey surrounding rock grade according to the total length of all designated original surrounding rock grades;

[0015] The determining of the construction surrounding rock grade according to the lengths of the changed surrounding rock grades corresponding to the different surrounding rock grades includes: determining the total lengths of the currently completed construction of different surrounding rock grades according to the lengths of the changed surrounding rock grades corresponding to the different surrounding rock grades, and determining the construction surrounding rock grade according to the total lengths of the currently completed construction of different surrounding rock grades;

[0016] The determining of the surrounding rock grade change based on the survey surrounding rock grade and the construction surrounding rock grade includes: determining the length of the surrounding rock grade change caused by construction based on the total length of all the specified original surrounding rock grades and the total length of the currently completed different surrounding rock grades, and determining the surrounding rock grade change based on the length of the surrounding rock grade change caused by construction; wherein, the length of the surrounding rock grade change caused by construction includes: the length of the change of the different surrounding rock grades due to positive changes and the length of the change of the different surrounding rock grades due to negative changes in the left tunnel and the right tunnel.

[0017] In a possible implementation, displaying the surveyed surrounding rock grade column below the tunnel longitudinal section graphic includes:

[0018] The surveyed surrounding rock grade column is displayed below the tunnel longitudinal section graphic, the specified original surrounding rock grade is displayed in the surveyed surrounding rock grade column, and the corresponding length of the specified original surrounding rock grade is marked, and the grade column is filled with the original surrounding rock grade texture corresponding to the surrounding rock grade.

[0019] In a possible implementation, displaying the surrounding rock grade change column below the tunnel longitudinal section graphic includes:

[0020] The surrounding rock grade change column is displayed below the tunnel longitudinal section diagram, in which the negative change length of the surrounding rock grade and the positive change length of the surrounding rock grade are displayed, and the positive change and negative change of the surrounding rock grade are filled with the surrounding rock grade texture after the change.

[0021] In a possible implementation, the column of the length of one-time footage of the tunnel face is displayed below the tunnel longitudinal section graphic, including:

[0022] The tunnel face one-time advancement length column is displayed below the tunnel longitudinal section corresponding to the tunnel longitudinal section graphic, and an arrow is marked at the tunnel face each advancement length in the tunnel face one-time advancement length column to reflect the real-time advancement speed through the density of the arrows.

[0023] In a possible implementation, after obtaining the tunnel graph, the method further includes:

[0024] The tunnel boundary and the tunnel starting position line are displayed in the tunnel plane graphic, and the topographic line, stratum lithology and distribution, tunnel elevation position and elevation coordinate axis are displayed in the tunnel longitudinal section graphic.

[0025] In a second aspect, the present application provides a tunnel construction information display device, comprising:

[0026] An acquisition module is used to acquire a tunnel graphic; the tunnel graphic includes a tunnel plane graphic and a tunnel longitudinal section graphic;

[0027] A first filling module is used to determine and fill different original surrounding rock grade patterns in the space of the tunnel plane figure and the tunnel longitudinal section figure according to the specified original surrounding rock grade;

[0028] a second filling module, configured to obtain tunnel construction progress data, determine and display a negative change length of the surrounding rock grade on the inner side of the tunnel plane graphic and a positive change length of the surrounding rock grade on the outer side of the tunnel plane graphic according to the tunnel construction progress data, and fill in a post-change surrounding rock grade texture according to the post-change surrounding rock grade;

[0029] The first display module is used to display the tunnel face advance length outside the negative change length of the surrounding rock grade; each advance length of the tunnel face is marked with an arrow;

[0030] The second display module is used to determine the survey surrounding rock grade column according to the specified original surrounding rock grade and the original surrounding rock grade texture, determine the surrounding rock grade change column according to the surrounding rock grade negative change length, the surrounding rock grade positive change length and the changed surrounding rock grade texture, determine the tunnel face one-time footage length column according to the tunnel face one-time footage length, and display the survey surrounding rock grade column, the surrounding rock grade change column and the tunnel face one-time footage length column below the tunnel longitudinal section graphic.

[0031] In a third aspect, the present application provides an electronic device comprising a memory and a processor, wherein the memory stores a computer program that can be run on the processor, and when the processor executes the computer program, the method described in the first aspect is implemented.

[0032] In a fourth aspect, the present application further provides a computer-readable storage medium, which stores computer-executable instructions. When the computer-executable instructions are called and executed by a processor, the computer-executable instructions prompt the processor to execute the method described in the first aspect above.

[0033] This application brings the following beneficial effects:

[0034] The present application provides a method, device and electronic device for displaying information on tunnel construction, which can obtain a tunnel graphic; the tunnel graphic includes a tunnel plane graphic and a tunnel longitudinal section graphic; determine and fill different original surrounding rock grade patterns in the space of the tunnel plane graphic and the tunnel longitudinal section graphic according to the specified original surrounding rock grade; obtain tunnel construction progress data, determine and display the negative change length of the surrounding rock grade on the inside of the tunnel plane graphic and the positive change length of the surrounding rock grade on the outside of the tunnel plane graphic according to the tunnel construction progress data, and fill the changed surrounding rock grade according to the changed surrounding rock grade. texture; the tunnel face one-time footage length is displayed outside the negative change length of the surrounding rock grade; an arrow is marked corresponding to each advancement length of the tunnel face; the survey surrounding rock grade column is determined according to the specified original surrounding rock grade and the original surrounding rock grade texture, the surrounding rock grade change column is determined according to the negative change length of the surrounding rock grade, the positive change length of the surrounding rock grade and the surrounding rock grade texture after the change, the tunnel face one-time footage length column is determined according to the tunnel face one-time footage length, and the survey surrounding rock grade column, the surrounding rock grade change column and the tunnel face one-time footage length column are displayed below the tunnel longitudinal section graphic. In this solution, tunnel planes and tunnel longitudinal sections are used as carriers in the process of information display of tunnel engineering, and displayed in the form of graphics combined with text, including two graphic displays of tunnel plane and tunnel longitudinal section information. The display content includes the survey surrounding rock grade, surrounding rock grade changes, the length of each cycle of the tunnel face, the surrounding rock grade legend column, the tunnel face position, etc., so that the various tunnel surrounding rock grades, tunnel engineering construction progress, change data and other highly professional important tunnel engineering construction information in the tunnel construction process can be displayed intuitively, simply and clearly, solving the technical problem of poor intuitiveness of the existing tunnel engineering construction information display method, facilitating users to quickly judge the accuracy of the survey prediction and whether it is conservative or aggressive, and quickly estimate the changes in the tunnel engineering cost, facilitating investors to quickly adjust their investment budgets, etc., assisting engineering construction management decision-making, and bringing great convenience to engineering construction management.

[0035] In order to make the above-mentioned objects, features and advantages of the present application more obvious and easy to understand, preferred embodiments are given below and described in detail with reference to the accompanying drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] In order to more clearly illustrate the specific implementation methods of the present application or the technical solutions in the prior art, the following is a brief introduction to the drawings required for use in the specific implementation methods or the description of the prior art. Obviously, the drawings described below are some implementation methods of the present application. For ordinary technicians in this field, other drawings can be obtained based on these drawings without any creative work.

[0037] Figure 1A schematic diagram of the process of the tunnel construction information display method provided in an embodiment of the present application;

[0038] Figure 2 An example of a tunnel plan display diagram in the tunnel construction information display method provided in an embodiment of the present application;

[0039] Figure 3 An example of a left tunnel longitudinal section display diagram in the tunnel construction information display method provided in an embodiment of the present application;

[0040] Figure 4 An example of a right tunnel longitudinal section display diagram in the tunnel construction information display method provided in an embodiment of the present application;

[0041] Figure 5 A schematic structural diagram of a tunnel construction information display device provided in an embodiment of the present application;

[0042] Figure 6 A schematic structural diagram of an electronic device provided in an embodiment of the present application is shown. DETAILED DESCRIPTION

[0043] To make the purpose, technical solutions, and advantages of the embodiments of this application more clear, the technical solutions of this application will be clearly and completely described below in conjunction with the accompanying drawings. Obviously, the embodiments described are part of the embodiments of this application, not all of them. Based on the embodiments in this application, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of this application.

[0044] The terms "including," "having," and any variations thereof, as used in the embodiments of this application, are intended to cover non-exclusive inclusions. For example, a process, method, system, product, or apparatus comprising a series of steps or units is not limited to the listed steps or units but may optionally include other steps or units not listed, or may optionally include other steps or units inherent to the process, method, product, or apparatus.

[0045] Currently, the existing tunnel construction information display methods are less intuitive. Based on this, the embodiments of the present application provide a tunnel construction information display method, device and electronic equipment, which can solve the technical problem of the poor intuitiveness of the existing tunnel construction information display methods.

[0046] The embodiments of the present invention are further described below with reference to the accompanying drawings.

[0047] Figure 1 This is a flow chart of a method for displaying information about tunnel construction provided in an embodiment of the present application. Figure 1As shown, the method includes:

[0048] Step S110: Acquire tunnel graphics.

[0049] Among them, the tunnel graphics include tunnel plane graphics and tunnel longitudinal section graphics, that is, the tunnel construction information display is divided into two types of information display: tunnel plane and tunnel longitudinal section.

[0050] In one possible embodiment, after obtaining the tunnel graphic, the method may further include the following steps: displaying the tunnel boundary and tunnel starting position line in the tunnel plan view, and displaying the topographic lines, stratum lithology and distribution, tunnel elevation position, and elevation coordinate axes in the tunnel longitudinal section view. This display method provides a more comprehensive presentation of the tunnel plan view and tunnel longitudinal section view.

[0051] Step S120 , determining and filling different original surrounding rock grade patterns in the space of the tunnel plane figure and the tunnel longitudinal section figure according to the specified original surrounding rock grade.

[0052] As an optional embodiment, the original surrounding rock grade texture may be in the form of a pattern. For example, different patterns are filled in the space of the tunnel plane and longitudinal section according to the specified original surrounding rock grade.

[0053] Step S130, obtain tunnel construction progress data, determine and display the negative change length of the surrounding rock grade on the inner side of the tunnel plane graphic and the positive change length of the surrounding rock grade on the outer side of the tunnel plane graphic based on the tunnel construction progress data, and fill the changed surrounding rock grade texture according to the changed surrounding rock grade.

[0054] For changes caused by construction progress, for example, the construction progress can be determined based on the input tunnel construction progress data, the negative change length of the surrounding rock grade can be drawn on the inner side of the tunnel plane, the positive change length of the surrounding rock grade can be drawn on the outer side, and the surrounding rock grade pattern can be filled according to the changed surrounding rock grade.

[0055] Step S140: Display the tunnel face advance length outside the negative change length of the surrounding rock grade; an arrow is marked corresponding to each advancement length of the tunnel face.

[0056] As a possible implementation method, the tunnel face advancement length is drawn outside the negative change of the surrounding rock grade, and an arrow is marked for each advancement length of the tunnel face.

[0057] Step S150, determine the survey surrounding rock grade column according to the specified original surrounding rock grade and the original surrounding rock grade texture, determine the surrounding rock grade change column according to the surrounding rock grade negative change length, the surrounding rock grade positive change length and the surrounding rock grade texture after the change, determine the tunnel face one-time footage length column according to the tunnel face one-time footage length, and display the survey surrounding rock grade column, the surrounding rock grade change column and the tunnel face one-time footage length column below the tunnel longitudinal section graphic.

[0058] In one possible implementation, a column for surveyed surrounding rock grade, a column for changes in surrounding rock grade, and a column for the length of the tunnel face are drawn below the tunnel longitudinal section. As an example, the above-mentioned display of the surveyed surrounding rock grade column below the tunnel longitudinal section graphic may specifically include the following steps:

[0059] A surveyed rock grade column is displayed below the tunnel longitudinal section. The column displays the specified original rock grade and the length corresponding to the specified original rock grade. The Grade column is filled with the original rock grade pattern corresponding to the rock grade. For example, the surveyed rock grade column drawn below the tunnel longitudinal section includes the grade and length, and the Grade column is filled with the pattern corresponding to the rock grade and the length is annotated. This display method makes the information displayed on the tunnel longitudinal section more intuitive and accurate.

[0060] As an optional embodiment, the aforementioned display of a surrounding rock grade change bar below the tunnel longitudinal section graphic may specifically include the following steps: displaying a surrounding rock grade change bar below the tunnel longitudinal section graphic, displaying the negative and positive lengths of the surrounding rock grade change in the surrounding rock grade change bar, and filling the positive and negative changes with the pattern of the surrounding rock grade after the change. For example, the surrounding rock grade change bar drawn below the tunnel longitudinal section may include the positive change, negative change, and length, and the positive and negative changes may be filled with the pattern of the surrounding rock grade after the change. This display method makes the information displayed on the tunnel longitudinal section graphic more intuitive and comprehensive.

[0061] In an optional embodiment, the above-mentioned display of the tunnel face advance length column below the tunnel longitudinal section graphic may specifically include the following steps: displaying the tunnel face advance length column below the tunnel longitudinal section corresponding to the tunnel longitudinal section graphic, and marking an arrow at the tunnel face advance length each time in the tunnel face advance length column, so that the real-time advance speed is reflected by the density of the arrows.

[0062] For example, the tunnel face advance length is plotted below the tunnel longitudinal section, with arrows marked at each advance length. The density of arrows accurately reflects the speed of advancement. This display method makes the construction progress information displayed on the tunnel longitudinal section more intuitive, making it easier for users to observe the real-time advancement speed.

[0063] As an optional implementation, Figure 2 As shown, with the tunnel plane figure as the carrier, the tunnel boundary and the tunnel starting position line are drawn in the tunnel plane figure, the starting and ending pile numbers of the left tunnel are ZK1+012~ZK1+445, and the starting and ending pile numbers of the right tunnel are YK1+008~YK1+437, and the mileage pile numbers ZK1+100 and ZK1+200 are marked in the tunnel plane space; different patterns are filled in the tunnel plane space according to the third, fourth and fifth grade surrounding rock respectively; the negative change length of the surrounding rock grade is drawn on the inner side of the tunnel plane, and the positive change length of the surrounding rock grade is drawn on the outer side, and the surrounding rock grade pattern is filled according to the changed surrounding rock grade; the length of the tunnel face advancement is drawn on the outer side of the negative change of the surrounding rock grade, and an arrow is marked for each advancement length of the tunnel face; the surrounding rock grade legend column, tunnel construction status, survey surrounding rock grade status, construction surrounding rock grade status and surrounding rock grade change status are marked below the tunnel plane and tunnel longitudinal section.

[0064] In the embodiment of the present application, the tunnel longitudinal section is used as a carrier, and the topographic lines, stratum lithology and distribution, tunnel elevation position, entrance and exit position and elevation coordinate axis are drawn in the tunnel longitudinal section; the mileage pile number is marked in the space of the tunnel longitudinal section; the survey surrounding rock grade column is drawn below the tunnel longitudinal section, including grade and length, the grade column is filled with the pattern corresponding to the surrounding rock grade, and the length is marked; the surrounding rock grade change column is drawn, including positive change, negative change and length, and the positive change and negative change are filled with the changed surrounding rock grade pattern; the length of the tunnel face is drawn, and an arrow is marked at each advancement length of the tunnel face, and the density of the arrows is used to truly reflect the speed of advancement; each surrounding rock grade and the length of the surrounding rock grade change are marked below the survey surrounding rock grade and construction surrounding rock grade of the tunnel longitudinal section. The surrounding rock grade legend column, surrounding rock grade change legend column, tunnel construction status, survey surrounding rock grade status, construction surrounding rock grade status and surrounding rock grade change status are marked below the tunnel longitudinal section.

[0065] For example, Figure 3 and Figure 4As shown in the figure, with the tunnel longitudinal section as the carrier, the topographic line, stratum lithology and distribution, tunnel elevation position and elevation coordinate axis, the starting and ending pile numbers of the left tunnel ZK1+012~ZK1+445, and the starting and ending pile numbers of the right tunnel YK1+008~YK1+437 are drawn in the tunnel longitudinal section; the mileage pile numbers ZK1+100 and ZK1+200 are marked in the space of the tunnel longitudinal section; the survey surrounding rock grade column is drawn below the tunnel longitudinal section, including grade and length, and the grade column is filled with the pattern corresponding to the surrounding rock grade, and the length is marked; the surrounding rock grade change column is drawn, including positive change, negative change and length, and the positive change and negative change are filled with the changed surrounding rock grade pattern; the length of the tunnel face advance is drawn, and an arrow is marked at each advancement length of the tunnel face, and the density of the arrows truly reflects the advancement speed; below the survey surrounding rock grade and construction surrounding rock grade of the tunnel longitudinal section, each surrounding rock grade and the length of the surrounding rock grade change are marked respectively. The surrounding rock grade legend column, surrounding rock grade change legend column, tunnel construction status, survey surrounding rock grade status, construction surrounding rock grade status and surrounding rock grade change status are marked below the tunnel longitudinal section.

[0066] In the process of tunnel engineering information display, tunnel planes and tunnel longitudinal sections are used as carriers, and displayed in the form of graphics and text. The two graphical displays of tunnel planes and tunnel longitudinal sections include the survey surrounding rock grade, surrounding rock grade changes, the length of each tunnel face cycle, the surrounding rock grade legend column, tunnel construction status, and tunnel face location. The display content is simple and intuitive, and highly complex information such as the grade and uniformity of the tunnel surrounding rock, the construction progress, and the difference between the actual and the survey report predictions is displayed in a simple, simple and clear manner. The complex geological conditions, diverse surrounding rock grades, tunnel construction progress, changes and other important tunnel construction information during the tunnel construction process are displayed intuitively, simply and clearly. This allows users to quickly judge the accuracy of the survey prediction and whether it is conservative or aggressive. It enables users to quickly understand the gap between investment costs and project costs, and quickly estimate changes in tunnel project costs, allowing investors to quickly adjust their investment budgets. This assists in project construction management decision-making and brings great convenience to project construction management.

[0067] In some embodiments, the method may further include the following steps: determining the tunnel construction status based on the tunnel construction progress data, determining the survey surrounding rock grade status based on the lengths of different specified original surrounding rock grades, determining the construction surrounding rock grade status based on the lengths of the changed surrounding rock grades corresponding to different surrounding rock grades, and determining the surrounding rock grade change status based on the survey surrounding rock grade status and the construction surrounding rock grade status; displaying the tunnel construction status, survey surrounding rock grade status, construction surrounding rock grade status, surrounding rock grade change status and surrounding rock grade legend column below the tunnel plane and tunnel longitudinal section.

[0068] As a possible implementation method, a legend column of surrounding rock grade, tunnel construction status, survey surrounding rock grade status, construction surrounding rock grade status and surrounding rock grade change status are drawn below the tunnel plane and tunnel longitudinal section.

[0069] In the embodiment of the present application, the tunnel plane graphic is used as a carrier, such as Figure 2 As shown, the tunnel boundary, tunnel starting position line and mileage pile number are drawn in the tunnel plan; different patterns are filled in the tunnel plane space according to the surrounding rock grade; the negative change length of the surrounding rock grade is drawn on the inner side of the tunnel plane, the positive change length of the surrounding rock grade is drawn on the outer side, and the surrounding rock grade pattern is filled according to the changed surrounding rock grade; the single advancement length of the tunnel face is drawn on the outer side of the negative change of the surrounding rock grade, and an arrow is marked each time the tunnel face advances; the surrounding rock grade legend column, tunnel construction status, survey surrounding rock grade status, construction surrounding rock grade status and surrounding rock grade change status are marked below the tunnel plane and tunnel longitudinal section.

[0070] Through the above-mentioned data processing method, highly professional and complex information such as the difference between the actual construction situation and the pre-construction survey and prediction can be simply and intuitively displayed, which makes it easy for users to quickly judge the accuracy of the survey and prediction and whether it is conservative or aggressive. It can also enable users to quickly grasp the gap between investment costs and project costs, and quickly estimate changes in tunnel project costs, making it easier for investors to quickly adjust their investment budgets, etc., assisting in project construction management decision-making and bringing great convenience to project construction management.

[0071] In some embodiments, the tunnel construction status includes at least one of the tunnel mileage pile number, the total tunnel construction length, the mileage pile number of the current face, and the total length constructed; the tunnel construction status includes information such as the tunnel mileage pile number, the total length, the mileage pile number of the current face, and the total length constructed.

[0072] The above-mentioned determination of the survey surrounding rock grade according to the lengths of different specified original surrounding rock grades may specifically include the following steps: determining the total length of all specified original surrounding rock grades according to the lengths of different specified original surrounding rock grades, and determining the survey surrounding rock grade according to the total length of all specified original surrounding rock grades; the survey surrounding rock grade includes the total lengths of different surrounding rock grades.

[0073] The above-mentioned determination of the construction surrounding rock grade situation based on the length of the changed surrounding rock grade corresponding to different surrounding rock grades may specifically include the following steps: determining the total length of the different surrounding rock grades that have been completed in construction based on the length of the changed surrounding rock grade corresponding to different surrounding rock grades, and determining the construction surrounding rock grade situation based on the total length of the different surrounding rock grades that have been completed in construction; the construction surrounding rock grade situation includes the total length of the different surrounding rock grades that have been completed in construction.

[0074] The above-mentioned determination of the surrounding rock grade change based on the survey surrounding rock grade and the construction surrounding rock grade can specifically include the following steps: determining the length of the surrounding rock grade change caused by construction based on the total length of all specified original surrounding rock grades and the total length of the currently completed different surrounding rock grades, and determining the surrounding rock grade change based on the length of the surrounding rock grade change caused by construction; wherein the length of the surrounding rock grade change caused by construction includes: the length of the change due to positive changes to different surrounding rock grades and the length of the change due to negative changes to different surrounding rock grades for the left tunnel and the right tunnel. The construction surrounding rock grade change includes the length of the change due to positive changes to different surrounding rock grades and the length of the change due to negative changes to different surrounding rock grades for the left and right tunnels.

[0075] Through the above-mentioned data display method, it is possible to display important professional tunnel engineering construction information such as the complex tunnel engineering construction progress, changes, etc. during the tunnel construction process in a more intuitive, simple and clear manner.

[0076] Figure 5 A schematic diagram of the structure of a tunnel construction information display device is provided. Figure 5 As shown, the tunnel construction information display device 500 includes:

[0077] The acquisition module 501 is used to acquire a tunnel graphic; the tunnel graphic includes a tunnel plane graphic and a tunnel longitudinal section graphic;

[0078] A first filling module 502 is used to determine and fill different original surrounding rock grade patterns in the space of the tunnel plane figure and the tunnel longitudinal section figure according to the specified original surrounding rock grade;

[0079] The second filling module 503 is used to obtain tunnel construction progress data, determine and display the negative change length of the surrounding rock grade on the inner side of the tunnel plane graphic and the positive change length of the surrounding rock grade on the outer side of the tunnel plane graphic according to the tunnel construction progress data, and fill the changed surrounding rock grade texture according to the changed surrounding rock grade;

[0080] The first display module 504 is used to display the tunnel face advance length outside the negative change length of the surrounding rock grade; each advance length of the tunnel face is marked with an arrow;

[0081] The second display module 505 is used to determine the survey surrounding rock grade column according to the specified original surrounding rock grade and the original surrounding rock grade texture, determine the surrounding rock grade change column according to the surrounding rock grade negative change length, the surrounding rock grade positive change length and the changed surrounding rock grade texture, determine the tunnel face one-time footage length column according to the tunnel face one-time footage length, and display the survey surrounding rock grade column, the surrounding rock grade change column and the tunnel face one-time footage length column below the tunnel longitudinal section graphic.

[0082] The tunnel construction information display device provided in the embodiment of the present application has the same technical features as the tunnel construction information display method provided in the above embodiment, so it can also solve the same technical problems and achieve the same technical effects.

[0083] An electronic device provided in an embodiment of the present application is Figure 6 As shown, the electronic device 600 includes a processor 602 and a memory 601 , wherein the memory stores a computer program that can be run on the processor, and the processor implements the steps of the method provided in the above embodiment when executing the computer program.

[0084] See also Figure 6 The electronic device further includes: a bus 603 and a communication interface 604, a processor 602, a communication interface 604 and a memory 601 connected via the bus 603; the processor 602 is used to execute executable modules stored in the memory 601, such as computer programs.

[0085] The memory 601 may include high-speed random access memory (RAM) and may also include non-volatile memory, such as at least one disk storage. The system network element communicates with at least one other network element via at least one communication interface 604 (which may be wired or wireless), and may utilize the Internet, a wide area network, a local area network, a metropolitan area network, or the like.

[0086] The bus 603 may be an ISA bus, a PCI bus, or an EISA bus. The bus may be divided into an address bus, a data bus, a control bus, and the like. For ease of representation, Figure 6 Only one bidirectional arrow is used in the diagram, but this does not mean that there is only one bus or one type of bus.

[0087] Among them, the memory 601 is used to store programs, and the processor 602 executes the program after receiving the execution instruction. The method executed by the process definition device disclosed in any embodiment of the present application can be applied to the processor 602 or implemented by the processor 602.

[0088] The processor 602 may be an integrated circuit chip with signal processing capabilities. During implementation, each step of the above method can be completed by an integrated logic circuit of hardware in the processor 602 or by instructions in the form of software. The above-mentioned processor 602 can be a general-purpose processor, including a central processing unit (CPU), a network processor (NP), etc.; it can also be a digital signal processor (DSP), an application-specific integrated circuit (ASIC), a field-programmable gate array (FPGA), or other programmable logic devices, discrete gates or transistor logic devices, discrete hardware components. The various methods, steps, and logic block diagrams disclosed in the embodiments of the present application can be implemented or executed. The general-purpose processor can be a microprocessor or the processor can also be any conventional processor, etc. The steps of the method disclosed in conjunction with the embodiments of the present application can be directly embodied as being executed by a hardware decoding processor, or can be executed by a combination of hardware and software modules in the decoding processor. The software module can be located in a storage medium well-known in the art, such as random access memory, flash memory, read-only memory, programmable read-only memory, electrically erasable programmable memory, registers, etc. The storage medium is located in memory 601, and processor 602 reads the information in memory 601 and, in conjunction with its hardware, completes the steps of the above method.

[0089] Corresponding to the above-mentioned tunnel construction information display method, an embodiment of the present application also provides a computer-readable storage medium, which stores computer-executable instructions. When the computer-executable instructions are called and executed by the processor, the computer-executable instructions prompt the processor to execute the steps of the above-mentioned tunnel construction information display method.

[0090] The tunnel construction information display device provided in the embodiment of the present application can be specific hardware on the device or software or firmware installed on the device. The implementation principle and technical effects of the device provided in the embodiment of the present application are the same as those of the aforementioned method embodiment. For the sake of brief description, any part not mentioned in the device embodiment can be referred to the corresponding content in the aforementioned method embodiment. Those skilled in the art can clearly understand that for the convenience and brevity of description, the specific working processes of the systems, devices and units described above can all refer to the corresponding processes in the aforementioned method embodiment, and will not be repeated here.

[0091] In the embodiments provided in this application, it should be understood that the disclosed devices and methods can be implemented in other ways. The device embodiments described above are merely schematic. For example, the division of the units is only a logical function division. There may be other division methods in actual implementation. For example, multiple units or components can be combined or integrated into another system, or some features can be ignored or not executed. Another point is that the mutual coupling or direct coupling or communication connection shown or discussed can be through some communication interface, indirect coupling or communication connection of devices or units, which can be electrical, mechanical or other forms.

[0092] For another example, the flowcharts and block diagrams in the accompanying drawings show the possible architectures, functions and operations of the devices, methods and computer program products according to multiple embodiments of the present application. In this regard, each box in the flowchart or block diagram can represent a module, a program segment or a part of code, and the module, program segment or a part of code contains one or more executable instructions for realizing the specified logical function. It should also be noted that in some alternative implementations, the functions marked in the box can also occur in an order different from that marked in the accompanying drawings. For example, two consecutive boxes can actually be executed substantially in parallel, and they can sometimes be executed in the opposite order, depending on the functions involved. It should also be noted that each box in the block diagram and / or flowchart, and the combination of the boxes in the block diagram and / or flowchart, can be implemented with a dedicated hardware-based system that performs the specified function or action, or can be implemented with a combination of dedicated hardware and computer instructions.

[0093] The units described as separate components may or may not be physically separate, and the components shown as units may or may not be physical units, that is, they may be located in one place or distributed across multiple network units. Some or all of these units may be selected to achieve the purpose of this embodiment according to actual needs.

[0094] In addition, each functional unit in the embodiments provided in the present application may be integrated into one processing unit, or each unit may exist physically separately, or two or more units may be integrated into one unit.

[0095] If the functions are implemented in the form of software functional units and sold or used as independent products, they can be stored in a computer-readable storage medium. Based on this understanding, the technical solution of the present application, or the part that contributes to the prior art, or the part of the technical solution, can be embodied in the form of a software product. The computer software product is stored in a storage medium and includes several instructions for enabling a computer device (which can be a personal computer, server, or network device, etc.) to execute all or part of the steps of the tunnel construction information display method described in each embodiment of the present application. The aforementioned storage medium includes: U disk, mobile hard disk, read-only memory (ROM), random access memory (RAM), disk or optical disk, and other media that can store program codes.

[0096] It should be noted that similar numbers and letters represent similar items in the following figures. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures. In addition, the terms "first", "second", "third", etc. are only used to distinguish the description and are not to be understood as indicating or implying relative importance.

[0097] Finally, it should be noted that the above-described embodiments are only specific implementation methods of the present application, which are used to illustrate the technical solutions of the present application, rather than to limit them. The scope of protection of the present application is not limited thereto. Although the present application has been described in detail with reference to the above-mentioned embodiments, those skilled in the art should understand that any person skilled in the art can modify or easily conceive of changes to the technical solutions described in the above-mentioned embodiments within the technical scope disclosed in the present application, or perform equivalent replacements for some of the technical features thereof. However, these modifications, changes, or replacements do not deviate the essence of the corresponding technical solutions from the scope of the technical solutions of the embodiments of the present application. They should all be included in the scope of protection of the present application. Therefore, the scope of protection of the present application should be based on the scope of protection of the claims.

Claims

1. A tunnel construction information display method, characterized in that: The method comprises: Acquire a tunnel graphic; the tunnel graphic includes a tunnel plane graphic and a tunnel longitudinal section graphic; Determining and filling different original surrounding rock grade patterns in the space of the tunnel plan figure and the tunnel longitudinal section figure according to the specified original surrounding rock grade; Acquiring tunnel construction progress data, determining and displaying a negative change length of the surrounding rock grade on the inner side of the tunnel plane graphic and a positive change length of the surrounding rock grade on the outer side of the tunnel plane graphic based on the tunnel construction progress data, and filling a changed surrounding rock grade pattern based on the changed surrounding rock grade; The tunnel face advance length is displayed outside the negative change length of the surrounding rock grade; an arrow is marked corresponding to each advancement length of the tunnel face; The survey surrounding rock grade column is determined according to the specified original surrounding rock grade and the original surrounding rock grade texture, the surrounding rock grade change column is determined according to the surrounding rock grade negative change length, the surrounding rock grade positive change length and the changed surrounding rock grade texture, the tunnel face one-time footage length column is determined according to the tunnel face one-time footage length, and the survey surrounding rock grade column, the surrounding rock grade change column and the tunnel face one-time footage length column are displayed below the tunnel longitudinal section graphic.

2. The method according to claim 1, characterized in that The method further comprises: determining a tunnel construction status based on the tunnel construction progress data, determining a survey surrounding rock grade based on different lengths of the designated original surrounding rock grades, determining a construction surrounding rock grade based on the lengths of the changed surrounding rock grades corresponding to different surrounding rock grades, and determining a surrounding rock grade change based on the survey surrounding rock grade and the construction surrounding rock grade; The tunnel construction status, the survey surrounding rock grade status, the construction surrounding rock grade status, the surrounding rock grade change status and the surrounding rock grade legend column are displayed below the tunnel plane and the tunnel longitudinal section.

3. The method according to claim 2, characterized in that The tunnel construction status includes at least one of the tunnel mileage pile number, the total tunnel construction length, the mileage pile number of the current tunnel face, and the total constructed length; Determining the survey surrounding rock grade according to the lengths of the different designated original surrounding rock grades includes: determining the total length of all designated original surrounding rock grades according to the lengths of the different designated original surrounding rock grades, and determining the survey surrounding rock grade according to the total length of all designated original surrounding rock grades; The determining of the construction surrounding rock grade according to the lengths of the changed surrounding rock grades corresponding to the different surrounding rock grades includes: determining the total lengths of the currently completed construction of different surrounding rock grades according to the lengths of the changed surrounding rock grades corresponding to the different surrounding rock grades, and determining the construction surrounding rock grade according to the total lengths of the currently completed construction of different surrounding rock grades; The determining of the surrounding rock grade change based on the survey surrounding rock grade and the construction surrounding rock grade includes: determining the length of the surrounding rock grade change caused by construction based on the total length of all the specified original surrounding rock grades and the total length of the currently completed different surrounding rock grades, and determining the surrounding rock grade change based on the length of the surrounding rock grade change caused by construction; wherein, the length of the surrounding rock grade change caused by construction includes: the length of the change of the different surrounding rock grades due to positive changes and the length of the change of the different surrounding rock grades due to negative changes in the left tunnel and the right tunnel.

4. The method according to claim 1, wherein The column of surveyed surrounding rock grade is displayed below the tunnel longitudinal section graphic, including: The surveyed surrounding rock grade column is displayed below the tunnel longitudinal section graphic, the specified original surrounding rock grade is displayed in the surveyed surrounding rock grade column, and the corresponding length of the specified original surrounding rock grade is marked, and the grade column is filled with the original surrounding rock grade texture corresponding to the surrounding rock grade.

5. The method according to claim 1, wherein The surrounding rock grade change column is displayed below the tunnel longitudinal section graphic, including: The surrounding rock grade change column is displayed below the tunnel longitudinal section diagram, in which the negative change length of the surrounding rock grade and the positive change length of the surrounding rock grade are displayed, and the positive change and negative change of the surrounding rock grade are filled with the surrounding rock grade texture after the change.

6. The method according to claim 1, characterized in that Below the tunnel longitudinal section graphic, a column showing the length of one advance of the tunnel face is displayed, including: The tunnel face one-time advancement length column is displayed below the tunnel longitudinal section corresponding to the tunnel longitudinal section graphic, and an arrow is marked at the tunnel face each advancement length in the tunnel face one-time advancement length column to reflect the real-time advancement speed through the density of the arrows.

7. The method according to claim 1, characterized in that After obtaining the tunnel graph, the method further includes: The tunnel boundary and the tunnel starting position line are displayed in the tunnel plane graphic, and the topographic line, stratum lithology and distribution, tunnel elevation position and elevation coordinate axis are displayed in the tunnel longitudinal section graphic.

8. A tunnel construction information display device, characterized in that: include: An acquisition module is used to obtain tunnel graphics; The tunnel graphics include a tunnel plane graphic and a tunnel longitudinal section graphic; A first filling module is used to determine and fill different original surrounding rock grade patterns in the space of the tunnel plane figure and the tunnel longitudinal section figure according to the specified original surrounding rock grade; a second filling module, configured to obtain tunnel construction progress data, determine and display a negative change length of the surrounding rock grade on the inner side of the tunnel plane graphic and a positive change length of the surrounding rock grade on the outer side of the tunnel plane graphic according to the tunnel construction progress data, and fill in a post-change surrounding rock grade texture according to the post-change surrounding rock grade; The first display module is used to display the tunnel face advance length outside the negative change length of the surrounding rock grade; each advance length of the tunnel face is marked with an arrow; The second display module is used to determine the survey surrounding rock grade column according to the specified original surrounding rock grade and the original surrounding rock grade texture, determine the surrounding rock grade change column according to the surrounding rock grade negative change length, the surrounding rock grade positive change length and the changed surrounding rock grade texture, determine the tunnel face one-time footage length column according to the tunnel face one-time footage length, and display the survey surrounding rock grade column, the surrounding rock grade change column and the tunnel face one-time footage length column below the tunnel longitudinal section graphic.

9. An electronic device comprising a memory and a processor, wherein the memory stores a computer program that can be run on the processor, wherein: When the processor executes the computer program, the steps of the method according to any one of claims 1 to 7 are implemented.

10. A computer-readable storage medium, characterized in that The computer-readable storage medium stores computer-executable instructions. When the computer-executable instructions are called and executed by a processor, the computer-executable instructions prompt the processor to execute the method according to any one of claims 1 to 7.

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