Automatic calculation and design method for grouting reinforcement engineering quantity in rail transit tunnel

Abstract

The invention provides an automatic calculation and design method for a grouting reinforcement project amount in a rail transit tunnel, which comprises the following steps of: running an AutoCAD secondary development program, opening a design scheme file of a grouting reinforcement longitudinal section in the rail transit tunnel, and reading data; inputting a grouting reinforcement design and engineering quantity calculation range in the rail transit tunnel; based on the read deviation value of the grouting reinforcement range in the tunnel hole and the tunnel radius, the grouting reinforcement radius and the grout reinforcement range angle in the rail transit hole are automatically calculated; and finally, the grouting reinforcement work amount in the rail transit tunnel is automatically calculated. According to the invention, automation and intelligentization of the whole design process are realized, and the working efficiency is greatly improved; high precision and high consistency of the calculation process are ensured, and human errors are greatly reduced; digitization and structuring of design parameters are promoted, and management and scheme iteration are facilitated; and designers are liberated and are prompted to concentrate on creative work with higher value.

Description

Technical Field

[0001] This invention relates to the field of rail transit technology, specifically to an automated calculation and design method for grouting reinforcement engineering quantities in rail transit tunnels. Background Technology

[0002] In the field of rail transit construction and maintenance, tunnel grouting reinforcement is a key engineering technology to ensure tunnel structural stability and prevent water leakage and ground settlement. Accurate and efficient calculation and design of grouting reinforcement work is crucial for controlling project costs and ensuring construction progress.

[0003] Currently, the commonly used methods for calculating and designing the grouting reinforcement work in railway tunnels mainly rely on the manual operation and experience judgment of designers. The typical process and existing technical problems are as follows: 1) Low level of automation and low efficiency: The entire process is highly dependent on manual labor. From data extraction and parameter calculation to result summarization, designers need to be involved at every step. When faced with tunnel sections of tens or even hundreds of kilometers, it often takes dozens of working days to complete the calculation of the entire line's engineering quantity (such as about 60 working days for a certain subway project), which seriously restricts design efficiency.

[0004] 2) Calculation accuracy is difficult to guarantee: The large amount of manual operation and complex mathematical calculations significantly increase the risk of misreading, misrecording and calculation errors in the process, which directly affects the accuracy of the engineering quantity calculation and may cause deviations in the project budget and material procurement.

[0005] 3) Insufficient digitalization and intelligence: Design parameters are scattered across drawings, failing to form structured digital assets that cannot be directly accessed and processed by computer programs. Any adjustment to the design scheme requires manual re-execution of the entire calculation process, resulting in high costs for scheme iteration and optimization, which cannot meet the demands of modern engineering for rapid response and precise design.

[0006] 4) High workload and waste of resources: Binding professional and technical personnel to repetitive and mechanical data sorting and calculation work is a huge waste of human resources and also affects designers' ability to focus on more creative design optimization work.

[0007] Therefore, the industry urgently needs an automated calculation method that can automatically acquire parameters, intelligently calculate key geometric parameters, and generate engineering quantities with one click, so as to fundamentally improve the efficiency, accuracy, and intelligence level of the design work for grouting reinforcement in rail transit tunnels. Summary of the Invention

[0008] The purpose of this invention is to solve the problems mentioned in the background section above, and this invention provides the following technical solution: An automated calculation and design method for grouting reinforcement engineering in railway tunnels includes the following steps: S1. Run the AutoCAD secondary development program to automatically start the AutoCAD application software; S2. Open the longitudinal section design plan file for grouting reinforcement inside the rail transit tunnel and read the longitudinal section design plan data for grouting reinforcement inside the tunnel. S3. Input the scope of design and engineering quantity calculation for grouting reinforcement in the tunnel of rail transit; S4. Based on the read offset value of the grouting reinforcement range inside the tunnel and the tunnel radius, automatically calculate the grouting reinforcement radius inside the rail transit tunnel. S5. Based on the offset value of the grouting reinforcement range inside the tunnel and the calculated reinforcement radius, automatically calculate the angle of the grouting reinforcement range inside the rail transit tunnel. S6. Based on the length of the reinforcement range and the calculated angle and radius of the reinforcement range, automatically calculate the amount of grouting reinforcement work inside the tunnel of the rail transit.

[0009] More preferably, in step S2, the format of the longitudinal section design scheme file for grouting reinforcement inside the rail transit tunnel is dwg, dws, dwt or dxf; the design scheme data includes: tunnel radius data, offset value of grouting reinforcement range inside the tunnel and longitudinal section design scheme data of the line.

[0010] More preferably, the offset value of the grouting reinforcement range inside the tunnel includes the upper offset value of the grouting reinforcement range inside the tunnel and the lower offset value of the grouting reinforcement range inside the tunnel.

[0011] More preferably, the upper offset value of the grouting reinforcement range inside the tunnel is defined as an upward offset value based on the upper contour of the tunnel, and the downward offset is a negative value; the lower offset value of the grouting reinforcement range inside the tunnel is defined as a downward offset value based on the lower contour of the tunnel, and the upward offset is a negative value.

[0012] More preferably, in step S3, the scope of the design and engineering quantity calculation for the grouting reinforcement in the tunnel of the rail transit is determined by inputting the starting mileage and the ending mileage of the line.

[0013] More preferably, in step S4, the grouting reinforcement radius R inside the rail transit tunnel is calculated by adding the lower offset value d_l of the grouting reinforcement range inside the tunnel to the tunnel radius r, i.e., R = d_l + r.

[0014] More preferably, the angle D of the grouting reinforcement range inside the rail transit tunnel is calculated using the following formula:

[0015] In the above formula, The upper offset value of the grouting reinforcement range inside the tunnel, The radius of the tunnel is [missing information]. The radius of the grouting reinforcement inside the tunnel of the rail transit system is defined as follows.

[0016] More preferably, the amount of grouting reinforcement work inside the rail transit tunnel... Calculated using the following formula:

[0017] in, Pi The radius of the grouting reinforcement inside the tunnel of the rail transit system is given. The radius of the tunnel is [missing information]. The angle of the grouting reinforcement range inside the aforementioned rail transit tunnel. The length of the grouting reinforcement range inside the tunnel of the rail transit system.

[0018] More preferably, the length of the grouting reinforcement range inside the rail transit tunnel is... The length of the design and engineering quantity calculation range for the grouting reinforcement inside the rail transit tunnel, as determined in step S3.

[0019] The present invention also provides an automated calculation and design device for grouting reinforcement engineering quantities in railway tunnels, which applies the above-mentioned automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels. The automated calculation and design device for grouting reinforcement engineering quantities in railway tunnels includes a processor, a computer storage medium, and a memory. The processor is used to run one or more program instructions to execute any of the steps described in the automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels of the present invention; The computer storage medium stores a computer program, which, when executed by a processor, implements any of the steps described in the automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels of the present invention. The computer program is one or more program instructions. The memory is used to store one or more executable program instructions of the processor.

[0020] Compared with existing technologies, the automated calculation and design method and device for grouting reinforcement engineering in railway tunnels provided by this invention can bring the following significant benefits: 1. It has achieved full automation and intelligence in the design process, significantly improving work efficiency. This invention integrates the previously fragmented and manual processes of data extraction, parameter calculation, and quantity aggregation into a continuous and automated workflow through the development of a secondary development program deeply integrated with AutoCAD. Designers only need to start the program and specify the calculation range; the system automatically reads key parameters from the design files and completes all complex calculations and outputs results based on embedded geometric algorithms. This method completely changes the traditional model that relies on manual, step-by-step operations, increasing production efficiency by an order of magnitude. As shown in the example, the quantity calculation time for a subway line can be shortened from approximately 60 working days using the traditional method to approximately 6 working days, demonstrating a significant efficiency improvement.

[0021] 2. It ensures high precision and consistency in the calculation process, greatly reducing human error. This invention encapsulates and solidifies the reading of parameters such as tunnel radius and offset, as well as the core formulas for calculating reinforcement angle (D) and engineering quantity (V), all within the program logic. This completely eliminates the risks of misreading, miscalculation, and misrecording that may be introduced during manual data identification, manual step-by-step calculation, and result transcription. The calculation results are uniformly generated by the program, ensuring a high degree of consistency and mathematical accuracy of the output results under different sections and different personnel operations, fundamentally improving the reliability of engineering quantity calculation.

[0022] 3. It promoted the digitization and structuring of design parameters, facilitating management and solution iteration. The method described in this invention can automatically extract and structure-store core design parameters such as tunnel radius and offset values ​​directly from standard engineering drawing files such as DWG. This realizes the transformation of design data from "graphical scattered storage" to "programmable digital assets". When the design scheme needs to be adjusted, only the underlying design file needs to be updated, and the program can quickly re-execute the entire process calculation, greatly simplifying the scheme comparison and optimization process and providing effective support for digital design management.

[0023] 4. It liberated designers, allowing them to focus on higher-value creative work. By freeing designers from heavy, repetitive data processing and basic calculations, this invention enables them to devote more time and expertise to more creative and decision-making tasks such as comparing and selecting reinforcement solutions, optimizing processes, and assessing engineering risks, thereby improving the utilization value of human resources and the overall quality of design work. Attached Figure Description

[0024] Figure 1 This invention provides a flowchart of an automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels. Figure 2 This is a schematic diagram of the calculation parameters for grouting reinforcement engineering in railway tunnels provided by the present invention. Detailed Implementation

[0025] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0026] The preferred embodiments of the present invention will now be described in further detail with reference to the accompanying drawings.

[0027] Example 1: This invention provides an automated calculation and design method for grouting reinforcement engineering in railway tunnels. See the flowchart for the method. Figure 1 See appendix for details. Figure 2 The calculation parameter diagram illustrates the automated calculation and design method for grouting reinforcement work in rail transit tunnels, which includes the following steps: S1. Run the AutoCAD secondary development program to automatically start the AutoCAD application software.

[0028] S2. Open the longitudinal section design scheme file for grouting reinforcement inside the rail transit tunnel and read the longitudinal section design scheme data for grouting reinforcement inside the tunnel. In step S2, the format of the longitudinal section design scheme file for grouting reinforcement inside the rail transit tunnel is dwg, dws, dwt, or dxf. The design scheme data includes: tunnel radius data, offset value of the grouting reinforcement range inside the tunnel, and longitudinal section design scheme data of the line. The offset value of the grouting reinforcement range inside the tunnel includes the upper offset value and the lower offset value of the grouting reinforcement range inside the tunnel. The upper offset value of the grouting reinforcement range inside the tunnel is defined as an upward offset value based on the upper contour of the tunnel, and a downward offset is a negative value; the lower offset value of the grouting reinforcement range inside the tunnel is defined as a downward offset value based on the lower contour of the tunnel, and an upward offset is a negative value.

[0029] S3. Input the design and engineering quantity calculation range of grouting reinforcement in the tunnel of the rail transit; In step S3, the design and engineering quantity calculation range of grouting reinforcement in the tunnel of the rail transit is determined by inputting the starting mileage and ending mileage of the line.

[0030] S4. Based on the read offset value of the grouting reinforcement range inside the tunnel and the tunnel radius, automatically calculate the grouting reinforcement radius inside the rail transit tunnel; In step S4, the grouting reinforcement radius R inside the rail transit tunnel is calculated by adding the lower offset value d_l of the grouting reinforcement range inside the tunnel to the tunnel radius r, that is, R = d_l + r.

[0031] S5. Based on the offset value of the grouting reinforcement range inside the tunnel and the calculated reinforcement radius, automatically calculate the angle of the grouting reinforcement range inside the rail transit tunnel; the angle D of the grouting reinforcement range inside the rail transit tunnel is calculated using the following formula:

[0032] In the above formula, The upper offset value of the grouting reinforcement range inside the tunnel, The radius of the tunnel is [missing information]. The radius of the grouting reinforcement inside the tunnel of the rail transit system is defined as follows.

[0033] S6. Based on the length of the reinforcement area and the calculated angle and radius of the reinforcement area, automatically calculate the amount of grouting reinforcement work inside the rail transit tunnel. Calculated using the following formula:

[0034] in, Pi The radius of the grouting reinforcement inside the tunnel of the rail transit system is given. The radius of the tunnel is [missing information]. The angle of the grouting reinforcement range inside the aforementioned rail transit tunnel. The length of the grouting reinforcement range inside the tunnel of the rail transit system.

[0035] The length of the grouting reinforcement range inside the rail transit tunnel The length of the design and engineering quantity calculation range for the grouting reinforcement inside the rail transit tunnel, as determined in step S3.

[0036] This invention provides an automated calculation and design method and device for grouting reinforcement engineering in railway tunnels, achieving automation and intelligence throughout the entire design process and significantly improving work efficiency. By developing a secondary development program deeply integrated with AutoCAD, this invention integrates the previously scattered and manual processes of data extraction, parameter calculation, and quantity aggregation into a continuous and automated workflow. Designers only need to start the program and specify the calculation range; the system automatically reads key parameters from the design files and completes all complex calculations and outputs results based on embedded geometric algorithms. This method completely changes the traditional model that relies on manual, step-by-step operations, increasing production efficiency by an order of magnitude. As shown in the example, the calculation time for a subway line's engineering quantities can be shortened from approximately 60 working days using the traditional method to approximately 6 working days, demonstrating a significant efficiency improvement.

[0037] This invention ensures high precision and consistency in the calculation process, greatly reducing human error. It encapsulates and solidifies the reading of parameters such as tunnel radius and offset values, as well as the core formulas for calculating reinforcement angle (D) and engineering quantity (V), all within the program logic. This completely eliminates the risks of misreading, miscalculation, and misrecording that may be introduced during manual data identification, manual step-by-step calculation, and result transcription. The calculation results are uniformly generated by the program, guaranteeing a high degree of consistency and mathematical accuracy in the output results across different sections and under different personnel operations, fundamentally improving the reliability of engineering quantity calculations.

[0038] This invention promotes the digitization and structuring of design parameters, facilitating management and scheme iteration. The method described in this invention can automatically extract and structure core design parameters such as tunnel radius and offset values ​​directly from standard engineering drawing files such as DWG. This realizes the transformation of design data from "graphical scattered storage" to "programmable digital assets." When the design scheme needs to be adjusted, only the underlying design file needs to be updated, and the program can quickly re-execute the entire process calculation, greatly simplifying the scheme comparison and optimization process and providing effective support for digital design management.

[0039] This invention liberates designers, enabling them to focus on higher-value creative work. By freeing designers from heavy, repetitive data processing and basic calculations, this invention allows them to dedicate more time and expertise to more creative and decision-making tasks such as comparing and selecting reinforcement solutions, optimizing processes, and assessing engineering risks, thereby improving the utilization value of human resources and the overall quality of design work.

[0040] Example 2:

[0041] This invention proposes an automated calculation and design device for grouting reinforcement engineering quantities in railway tunnels, which applies the automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels described in any of the preceding claims. The automated calculation and design device for grouting reinforcement engineering quantities in railway tunnels includes a processor, a computer storage medium, and a memory.

[0042] The processor is used to run one or more program instructions to perform any of the steps described in the automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels of the present invention.

[0043] The computer storage medium stores a computer program, which, when executed by a processor, implements any of the steps described in the automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels of the present invention. The computer program is one or more program instructions.

[0044] The memory is used to store one or more executable program instructions of the processor.

[0045] The above description, in conjunction with specific preferred embodiments, provides a further detailed explanation of the present invention. It should not be construed that the specific implementation of the present invention is limited to these descriptions. For those skilled in the art, various simple deductions or substitutions can be made without departing from the concept of the present invention, and all such modifications and substitutions should be considered within the scope of protection of the present invention.

Claims

1. An automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels, characterized in that, Includes the following steps: S1. Run the AutoCAD secondary development program to automatically start the AutoCAD application software; S2. Open the longitudinal section design plan file for grouting reinforcement inside the rail transit tunnel and read the longitudinal section design plan data for grouting reinforcement inside the tunnel. S3. Input the scope of design and engineering quantity calculation for grouting reinforcement in the tunnel of rail transit; S4. Based on the read offset value of the grouting reinforcement range inside the tunnel and the tunnel radius, automatically calculate the grouting reinforcement radius inside the rail transit tunnel. S5. Based on the offset value of the grouting reinforcement range inside the tunnel and the calculated reinforcement radius, automatically calculate the angle of the grouting reinforcement range inside the rail transit tunnel. S6. Based on the length of the reinforcement range and the calculated angle and radius of the reinforcement range, automatically calculate the amount of grouting reinforcement work inside the tunnel of the rail transit.

2. The automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels according to claim 1, characterized in that, In step S2, the format of the longitudinal section design scheme file for grouting reinforcement inside the rail transit tunnel is dwg, dws, dwt or dxf; the design scheme data includes: tunnel radius data, offset value of grouting reinforcement range inside the tunnel and longitudinal section design scheme data of the line.

3. The automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels according to claim 2, characterized in that, The offset value of the grouting reinforcement range inside the tunnel includes the upper offset value and the lower offset value of the grouting reinforcement range inside the tunnel.

4. The automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels according to claim 3, characterized in that, The upper offset value of the grouting reinforcement range inside the tunnel is defined as an upward offset value based on the upper contour of the tunnel, and a negative value for downward offset; the lower offset value of the grouting reinforcement range inside the tunnel is defined as a downward offset value based on the lower contour of the tunnel, and a negative value for upward offset.

5. The automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels according to claim 1, characterized in that, In step S3, the scope of the design and engineering quantity calculation for the grouting reinforcement in the tunnel of the rail transit is determined by inputting the starting mileage and the ending mileage of the line.

6. The automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels according to claim 2, characterized in that, In step S4, the grouting reinforcement radius R inside the rail transit tunnel is calculated by adding the lower offset value d_l of the grouting reinforcement range inside the tunnel to the tunnel radius r, i.e., R=d_l+r.

7. The automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels according to claim 6, characterized in that, The angle D of the grouting reinforcement range inside the rail transit tunnel is calculated using the following formula: In the above formula, The upper offset value of the grouting reinforcement range inside the tunnel, The radius of the tunnel is [missing information]. The radius of the grouting reinforcement inside the tunnel of the rail transit system is defined as follows.

8. The automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels according to claim 2, characterized in that, The amount of grouting reinforcement work inside the rail transit tunnel Calculated using the following formula: in, Pi The radius of the grouting reinforcement inside the tunnel of the rail transit system is given. The radius of the tunnel is [missing information]. The angle of the grouting reinforcement range inside the aforementioned rail transit tunnel. The length of the grouting reinforcement range inside the tunnel of the rail transit system.

9. The automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels according to claim 8, characterized in that, The length of the grouting reinforcement range inside the rail transit tunnel The length of the design and engineering quantity calculation range for the grouting reinforcement inside the rail transit tunnel, as determined in step S3.

10. An automated calculation and design device for grouting reinforcement engineering quantities in railway tunnels, employing the automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels as described in any one of claims 1-9, characterized in that, The automated calculation and design device for grouting reinforcement engineering in the tunnel of the rail transit includes a processor, a computer storage medium, and a memory. The processor is used to run one or more program instructions to execute any of the steps described in the automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels of the present invention; The computer storage medium stores a computer program, which, when executed by a processor, implements any of the steps described in the automated calculation and design method for grouting reinforcement engineering quantities in railway tunnels of the present invention. The computer program is one or more program instructions. The memory is used to store one or more executable program instructions of the processor.

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