Tunnel construction detection data processing method, device, equipment and medium

Abstract

The invention relates to a tunnel construction detection data processing method, device and equipment and a medium, and belongs to the technical field of construction detection.The method comprises the steps that construction detection data, output by a measuring device, of a target tunnel is obtained; determining expected characteristic parameters of the target tunnel according to the construction detection data and the construction indication data output by the user; constructing a construction model of the target tunnel according to the characteristic parameters; based on the position information of the tunnel contour section indicated by the construction model, setting an inspection task of an inspection device; determining a deviation value between the actual characteristic parameter and the expected characteristic parameter of the target tunnel through feedback information output when the inspection device executes the inspection task; wherein the deviation value is used for measuring whether the construction quality of the target tunnel reaches the standard or not.

Description

Technical Field

[0001] This disclosure relates to the technical field of construction inspection, and more specifically, to a method, apparatus, equipment, and medium for processing tunnel construction inspection data. Background Technology

[0002] With the rapid development of infrastructure projects, tunnel engineering, as a crucial component, directly impacts the safety, durability, and service life of the entire project. During tunnel construction, controlling characteristic parameters such as tunnel profile dimensions, initial support and secondary lining thickness, and anchor bolt spacing is key to ensuring construction quality. However, current tunnel construction monitoring suffers from insufficient integration of monitoring data with construction guidance data. It fails to accurately determine tunnel construction parameters based on clearly defined user instructions (such as construction specifications and phased construction goals), making precise control of construction quality difficult. Summary of the Invention

[0003] One objective of this disclosure is to provide a new technical solution for processing tunnel construction inspection data.

[0004] According to a first aspect of this disclosure, a method for processing tunnel construction inspection data is provided, the method comprising: Acquire construction and inspection data of the target tunnel output by the measuring device; Based on the construction inspection data and the construction instruction data output by the user, the desired characteristic parameters of the target tunnel are determined; Based on the aforementioned characteristic parameters, a construction model for the target tunnel is constructed; Based on the location information of the tunnel profile section indicated by the construction model, the inspection tasks of the inspection device are set. The deviation between the actual characteristic parameters and the expected characteristic parameters of the target tunnel is determined by the feedback information output by the inspection device during the inspection task; wherein the deviation is used to measure whether the construction quality of the target tunnel meets the standards.

[0005] Optionally, determining the desired characteristic parameters of the target tunnel based on the construction inspection data and the construction instruction data output by the user includes: Based on the construction inspection data and the construction instruction data output by the user, the desired location information of the components of the target tunnel and the target surrounding rock grade for the target tunnel are determined; Based on the tunnel deformation set according to the target surrounding rock grade and the expected location information, the expected outline of the target tunnel pile segment is determined as the expected characteristic parameter of the target tunnel.

[0006] Optionally, before determining the desired location information of the components of the target tunnel and the target surrounding rock grade for the target tunnel based on the construction inspection data and the construction instruction data output by the user, the method further includes: Obtain the target tunnel type indicated by the target tunnel output by the user; If the target tunnel type is a circular tunnel, the arch, arch foot, and invert of the target tunnel are determined as components of the target tunnel. In the case where the target tunnel type is an elliptical tunnel, the arch, sidewalls, arch feet, and invert of the target tunnel are determined as components of the target tunnel.

[0007] Optionally, setting the inspection tasks of the inspection device based on the location information of the tunnel profile section indicated by the construction model includes: Based on the location information of the tunnel profile section indicated by the construction model and the target surrounding rock grade, it is determined that the anchor rings configured in the construction model have a first spacing and the steel arches configured have a second spacing. Based on the location information of the tunnel profile section, the first spacing, and the second spacing, the inspection tasks of the inspection device are set during the initial support stage of excavation.

[0008] Optionally, before setting the inspection task of the inspection device during the initial support stage of excavation based on the location information of the tunnel profile section, the first spacing, and the second spacing, the method further includes: Obtain the dimensional parameters of the steel mesh of the target tunnel output by the user; The step of setting the inspection tasks of the inspection device during the initial support stage of excavation based on the location information of the tunnel profile section, the first spacing, and the second spacing includes: Based on the location information of the tunnel profile section, the first spacing, the second spacing, and the dimensional parameters, the inspection tasks of the inspection device during the initial support stage of excavation are set.

[0009] Optionally, setting the inspection task of the inspection device based on the location information of the tunnel profile section indicated by the construction model includes: Based on the location information of the tunnel profile section indicated by the construction model and the reinforcement configuration parameters, the location of the reinforcement and the location of the reinforcement protective layer configured in the construction model are determined. Based on the location information of the tunnel profile section, the location of the reinforcing bars, and the location of the reinforcing bar protective layer, the inspection task of the inspection device in the secondary lining invert stage is set.

[0010] Optionally, the method further includes: The gas detection parameters within the target tunnel are determined using a gas detection device. When the gas detection parameters meet the set conditions, the fan is controlled to operate.

[0011] According to a second aspect of this disclosure, a tunnel construction inspection data processing device is also provided, the device comprising: The acquisition module is used to acquire the construction and inspection data of the target tunnel output by the measuring device; The first determining module is used to determine the expected characteristic parameters of the target tunnel based on the construction inspection data and the construction instruction data output by the user. A construction module is used to construct a construction model of the target tunnel based on the aforementioned feature parameters; The setting module is used to set the inspection tasks of the inspection device based on the location information of the tunnel outline section indicated by the construction model. The second determining module is used to determine the deviation between the actual characteristic parameters and the expected characteristic parameters of the target tunnel by using the feedback information output by the inspection device when performing the inspection task; wherein the deviation is used to measure whether the construction quality of the target tunnel meets the standard.

[0012] According to a third aspect of this disclosure, a computer system is also provided, the computer system including a processor, which implements the tunnel construction detection data processing method of the first aspect when the processor executes program instructions or code.

[0013] For example, the computer system also includes a memory for storing program instructions or code.

[0014] According to a fourth aspect of this disclosure, a computer-readable storage medium is also provided, wherein a computer program is stored in the computer program, which is configured to execute the above-described tunnel construction detection data processing method at runtime.

[0015] According to a fifth aspect of this disclosure, a computer program product is also provided, comprising a computer program that, when executed, causes a computer to perform the steps of the tunnel construction detection data processing method described above.

[0016] According to a sixth aspect of this disclosure, an electronic device is also provided, including a memory and a processor, wherein the memory stores a computer program, and the processor is configured to execute the tunnel construction detection data processing method described above through the computer program.

[0017] One beneficial effect of this disclosure is that the tunnel construction inspection data processing method provided by the present invention can determine the expected characteristic parameters of the target tunnel by using the construction inspection data of the target tunnel output by the measuring device and the construction instruction data output by the user. A construction model of the target tunnel is constructed using the expected characteristic parameters, and then the inspection tasks of the inspection device are set based on this construction model. This enables the inspection device to accurately feedback the deviation between the actual characteristic parameters and the expected characteristic parameters of the target tunnel, effectively achieving precise control over construction quality.

[0018] Other features and advantages of the embodiments of this disclosure will become clear from the following detailed description of exemplary embodiments with reference to the accompanying drawings. Attached Figure Description

[0019] The accompanying drawings, which are incorporated in and form a part of this specification, illustrate embodiments of the present disclosure and, together with their description, serve to explain the principles of the embodiments of the present disclosure.

[0020] Figure 1 A flowchart illustrating a method for processing tunnel construction inspection data according to some embodiments is shown; Figure 2 A schematic diagram of a tunnel construction inspection data processing apparatus according to some embodiments is shown; Figure 3 A schematic diagram of the hardware structure of an electronic device according to some embodiments is shown. Detailed Implementation

[0021] Various exemplary embodiments of the present disclosure will now be described in detail with reference to the accompanying drawings. It should be noted that, unless otherwise specifically stated, the relative arrangement, numerical expressions, and values ​​of the components and steps set forth in these embodiments do not limit the scope of the invention.

[0022] The following description of at least one exemplary embodiment is merely illustrative and is in no way intended to limit the invention or its application or use.

[0023] Techniques, methods, and equipment known to those skilled in the art may not be discussed in detail, but where appropriate, such techniques, methods, and equipment should be considered part of the specification.

[0024] In all the examples shown and discussed herein, any specific values ​​should be interpreted as merely exemplary and not as limitations. Therefore, other examples of exemplary embodiments may have different values.

[0025] It should be noted that similar labels and letters in the following figures indicate similar items; therefore, once an item is defined in one figure, it does not need to be discussed further in subsequent figures.

[0026] <Method Implementation> Figure 1 This is a flowchart illustrating a tunnel construction inspection data processing method according to one embodiment. The implementing entity is a smart terminal, such as a personal computer, mobile phone, tablet, or server.

[0027] like Figure 1 As shown, the tunnel construction detection data processing method of this embodiment may include the following steps S110 to S150: Step S110: Obtain the construction inspection data of the target tunnel output by the measuring device.

[0028] In this embodiment, the measuring device may include a 3D scanner and a laser profiler. The construction inspection data may be data from the inspection of the target tunnel before construction, or data from the inspection of the target tunnel at different construction stages. These construction stages may include the excavation stage, the initial support stage, the secondary lining stage, and the invert stage, etc.

[0029] Step S120: Determine the desired characteristic parameters of the target tunnel based on the construction inspection data and the construction instruction data output by the user.

[0030] In some embodiments, step S120 may include the following steps S210 and S220: Step S210: Based on the construction inspection data and the construction instruction data output by the user, determine the expected location information of the components of the target tunnel and the target surrounding rock grade for the target tunnel.

[0031] In this embodiment, different tunnel deformation values ​​are set for different surrounding rock grades.

[0032] Step S220: Based on the tunnel deformation and expected location information set according to the target surrounding rock grade, determine the expected outline of the target tunnel pile segment as the expected characteristic parameter of the target tunnel.

[0033] In this embodiment, the tunnel deformation and desired location information set for the target surrounding rock grade may include the cross-sectional coordinates of the arch of the target tunnel, the radius and angle of the outline of each component, the surrounding rock grade of each station interval, and the correspondence between the central axis of the target tunnel and the center of the arch. Using the tunnel deformation and desired location information set for the target surrounding rock grade, the desired outline of the target tunnel pile segment can be determined.

[0034] In some embodiments, prior to step S210, the method further includes the following steps S310 to S330: Step S310: Obtain the target tunnel type indicated by the target tunnel output by the user.

[0035] Step S320: If the target tunnel type is a circular tunnel, determine the arch, arch foot, and invert of the target tunnel as components of the target tunnel.

[0036] In this embodiment, when the target tunnel type is a circular tunnel, the center coordinates of the arch, the center coordinates of the arch foot, and the center coordinates of the invert are determined. Using the center coordinates, radius, and included angle of the arch, the vertical central axis is located at the arch point. From the central axis, the arch outline is determined according to the left and right included angles and the radius. Using the left and right endpoints of the arch outline and the user-inputted arch foot radius, the left and right arch foot points are located towards the center of the circle. Then, based on the user-inputted arch foot included angle, the arch foot outline is determined. Using the user-inputted invert radius and included angle, a circle connecting the left and right endpoints of the arch foot is determined, forming the invert outline.

[0037] Step S330: If the target tunnel type is an elliptical tunnel, determine the arch, sidewalls, arch foot, and invert of the target tunnel as components of the target tunnel.

[0038] In this embodiment, when the target tunnel type is an elliptical tunnel, the center coordinates of the arch, the sidewalls, the arch feet, and the invert are determined. Using the arch's center coordinates, radius, and included angle, the vertical central axis is located at the arch point. From the central axis, the arch outline is determined based on the included angle and radius. Using the left and right endpoints of the arch outline and the user-inputted sidewall radius, the left and right sidewall points are located towards the center, and the sidewall outline is determined based on the user-inputted sidewall angle. Similarly, using the left and right endpoints of the arch outline and the user-inputted arch foot radius, the left and right arch foot points are located towards the center, and the arch foot outline is determined based on the user-inputted arch foot angle. Finally, using the user-inputted invert radius and invert angle, a circle connecting the left and right endpoints of the arch feet is determined, forming the invert outline.

[0039] In this embodiment, by distinguishing between different tunnel types, the accuracy of the tunnel construction process can be improved.

[0040] Step S130: Construct a construction model of the target tunnel based on the feature parameters.

[0041] In this embodiment, the construction model of the target tunnel of the circular tunnel type can be determined by the above-described arch profile, arch foot profile, and invert arch profile.

[0042] Step S140: Based on the location information of the tunnel profile section indicated by the construction model, set the inspection task of the inspection device.

[0043] In some embodiments, step S140 may include the following steps S410 and S420: Step S410: Based on the location information of the tunnel profile section indicated by the construction model and the target surrounding rock grade, determine that the anchor rings configured in the construction model have a first spacing and the steel arches configured have a second spacing.

[0044] In this embodiment, different rock grades correspond to different spacing between anchor rings and between steel arch frames. This correspondence can be set manually and is not limited here.

[0045] Step S420: Based on the location information of the tunnel profile section, the first spacing and the second spacing, set the inspection task of the inspection device in the initial support stage of excavation.

[0046] In this embodiment, by using the location information of the tunnel profile section, the first spacing and the second spacing, the inspection task of the inspection device in the initial support stage of excavation can be determined, so as to detect whether the tunnel meets the construction standards in the initial support stage of excavation.

[0047] In some embodiments, prior to step S420, the method further includes the following step S510: Step S510: Obtain the dimensional parameters of the steel mesh of the target tunnel output by the user.

[0048] In this embodiment, the dimensional parameters of the steel mesh may include the length, width, thickness, and number of layers of a single steel mesh piece.

[0049] Based on this, step S420 may include the following step S520: Step S520: Based on the location information of the tunnel profile section, the first spacing, the second spacing, and the size parameters, set the inspection tasks of the inspection device during the initial support stage of excavation.

[0050] In this embodiment, by using the location information of the tunnel profile section, the first spacing, the second spacing, and the size parameters, the inspection task of the inspection device in the initial support stage of excavation can be determined, so as to detect whether the tunnel meets the construction standards in the initial support stage of excavation.

[0051] In some embodiments, step S140 may include the following steps S610 and S620: Step S610: Based on the location information of the tunnel profile section indicated by the construction model and the reinforcement configuration parameters, determine the location of the reinforcement and the location of the reinforcement protective layer configured in the construction model.

[0052] In this embodiment, the location of the reinforcing bars can include the location of the main reinforcing bars, horizontal reinforcing bars, and ordinary reinforcing bars in the construction model. The location of the reinforcing bar protective layer can be determined by the thickness set by the reinforcing bar protective layer.

[0053] Step S620: Based on the location information of the tunnel profile section, the location of the reinforcing bars, and the location of the reinforcing bar protective layer, set the inspection task of the inspection device in the secondary lining invert stage.

[0054] In this embodiment, by using the location information of the tunnel profile section, the location of the reinforcing bars, and the location of the reinforcing bar protective layer, the inspection task that the inspection device needs to perform in the secondary lining arch stage is to detect the location of the main reinforcing bars, horizontal reinforcing bars, and ordinary reinforcing bars, as well as the location of the reinforcing bar protective layer of the main reinforcing bars, horizontal reinforcing bars, and ordinary reinforcing bars, so as to detect whether the main reinforcing bars, horizontal reinforcing bars, ordinary reinforcing bars, and corresponding protective layers of the tunnel meet the construction quality requirements.

[0055] Step S150: Using the feedback information output by the inspection device to perform the inspection task, determine the deviation between the actual characteristic parameters and the expected characteristic parameters of the target tunnel; wherein, the deviation is used to measure whether the construction quality of the target tunnel meets the standards.

[0056] By combining the construction inspection data of the target tunnel output by the measuring device with the construction instruction data output by the user, the desired characteristic parameters of the target tunnel are determined. A construction model of the target tunnel is then constructed based on these desired characteristic parameters. Based on this model, the inspection tasks of the inspection device are set to ensure that the inspection device accurately reflects the deviation between the actual and desired characteristic parameters of the target tunnel, effectively achieving precise control over construction quality.

[0057] In some embodiments, the method further includes the following steps S710 and S720: Step S710: Determine the gas detection parameters inside the target tunnel using a gas detection device.

[0058] Step S720: If the gas detection parameters meet the set conditions, control the fan to run.

[0059] In this embodiment, the gas detection device can be a gas sensor that monitors the content of optimized gaseous dust such as methane, carbon monoxide, carbon dioxide, hydroxide, ammonia, sulfur dioxide, and PM2.5, as well as oxygen. When the gas detection device detects that the oxygen content is below a threshold, it automatically starts the ventilation fan to improve safety during tunnel construction. This threshold can be 19.5%.

[0060] <Equipment Example 1> Figure 2 This is a schematic diagram of a tunnel construction inspection data processing device according to one embodiment. Figure 2 As shown, the tunnel construction detection data processing device 200 may include: The acquisition module 210 is used to acquire the construction inspection data of the target tunnel output by the measuring device; The first determining module 220 is used to determine the expected characteristic parameters of the target tunnel based on the construction inspection data and the construction instruction data output by the user. Module 230 is used to construct a construction model of the target tunnel based on the feature parameters; Setting module 240 is used to set the inspection tasks of the inspection device based on the location information of the tunnel profile section indicated by the construction model. The second determining module 250 is used to determine the deviation between the actual characteristic parameters and the expected characteristic parameters of the target tunnel based on the feedback information output by the inspection device during the inspection task; wherein, the deviation is used to measure whether the construction quality of the target tunnel meets the standards.

[0061] In some embodiments, the first determining module 220 is further configured to determine the expected location information of the components of the target tunnel and the target surrounding rock grade of the target tunnel based on the construction inspection data and the construction instruction data output by the user; and to determine the expected outline of the target tunnel pile segment of the target tunnel as the expected characteristic parameter of the target tunnel based on the tunnel deformation set by the target surrounding rock grade and the expected location information.

[0062] In some embodiments, the apparatus further includes a third determining module for obtaining the target tunnel type indicated by the target tunnel output by the user; if the target tunnel type is a circular tunnel type, determining the arch, arch foot, and invert of the target tunnel as components of the target tunnel; if the target tunnel type is an elliptical tunnel type, determining the arch, sidewalls, arch foot, and invert of the target tunnel as components of the target tunnel.

[0063] In some embodiments, the setting module 240 is further configured to determine, based on the location information of the tunnel profile section indicated by the construction model and the target surrounding rock grade, that the anchor rings configured in the construction model have a first spacing and the steel arches configured have a second spacing; and to set the inspection task of the inspection device in the initial support stage of excavation according to the location information of the tunnel profile section, the first spacing and the second spacing.

[0064] In some embodiments, the device further includes a parameter acquisition module for acquiring the dimensional parameters of the steel mesh of the target tunnel output by the user.

[0065] The setting module 240 is also used to set the inspection tasks of the inspection device in the initial support stage of excavation based on the location information of the tunnel profile section, the first spacing, the second spacing and the size parameters.

[0066] In some embodiments, the setting module 240 is further configured to determine the location of the reinforcing bars and the location of the reinforcing bar protective layer configured in the construction model based on the location information of the tunnel profile section indicated by the construction model and the reinforcing bar configuration parameters; and to set the inspection task of the inspection device in the secondary lining invert stage according to the location information of the tunnel profile section, the location of the reinforcing bars and the location of the reinforcing bar protective layer.

[0067] In some embodiments, the device further includes a control module for determining gas detection parameters within the target tunnel using a gas detection device; and controlling the operation of the fan when the gas detection parameters meet set conditions.

[0068] <Equipment Example 2> Figure 3 This is a schematic diagram of the hardware structure of an electronic device according to another embodiment.

[0069] like Figure 3 As shown, the electronic device 300 includes a processor 310 and a memory 320, the memory 320 being used to store an executable computer program, and the processor 310 being used to execute methods as described in any of the above method embodiments under the control of the computer program.

[0070] Each module of the tunnel construction detection data processing device 200 described above can be implemented by the processor 310 in this embodiment executing the computer program stored in the memory 320, or it can be implemented by other structures, which are not limited here.

[0071] This invention can be a system, method, and / or computer program product. A computer program product may include a computer-readable storage medium having computer-readable program instructions loaded thereon for causing a processor to implement various aspects of the invention.

[0072] Computer-readable storage media can be tangible devices capable of holding and storing instructions for use by an instruction execution device. Computer-readable storage media can be, for example—but not limited to—electrical storage devices, magnetic storage devices, optical storage devices, electromagnetic storage devices, semiconductor storage devices, or any suitable combination thereof. More specific examples (a non-exhaustive list) of computer-readable storage media include: portable computer disks, hard disks, random access memory (RAM), read-only memory (ROM), erasable programmable read-only memory (EPROM or flash memory), static random access memory (SRAM), portable compact disc read-only memory (CD-ROM), digital multifunction disc (DVD), memory sticks, floppy disks, mechanical encoding devices, such as punch cards or recessed protrusions storing instructions thereon, and any suitable combination thereof. The computer-readable storage media used herein are not to be construed as transient signals themselves, such as radio waves or other freely propagating electromagnetic waves, electromagnetic waves propagating through waveguides or other transmission media (e.g., light pulses through fiber optic cables), or electrical signals transmitted through wires.

[0073] The computer-readable program instructions described herein can be downloaded from computer-readable storage media to various computing / processing devices, or downloaded via a network, such as the Internet, local area network, wide area network, and / or wireless network, to an external computer or external storage device. The network may include copper transmission cables, fiber optic transmission, wireless transmission, routers, firewalls, switches, gateway computers, and / or edge servers. A network adapter card or network interface in each computing / processing device receives the computer-readable program instructions from the network and forwards them to the computer-readable storage media in the respective computing / processing device.

[0074] The computer program instructions used to perform the operations of this invention may be assembly instructions, instruction set architecture (ISA) instructions, machine instructions, machine-dependent instructions, microcode, firmware instructions, state setting data, or source code or object code written in any combination of one or more programming languages, including object-oriented programming languages ​​such as Smalltalk, C++, etc., and conventional procedural programming languages ​​such as the "C" language or similar programming languages. The computer-readable program instructions may be executed entirely on the user's computer, partially on the user's computer, as a standalone software package, partially on the user's computer and partially on a remote computer, or entirely on a remote computer or server. In cases involving a remote computer, the remote computer may be connected to the user's computer via any type of network—including a local area network (LAN) or a wide area network (WAN)—or may be connected to an external computer (e.g., via the Internet using an Internet service provider). In some embodiments, electronic circuitry, such as programmable logic circuitry, field-programmable gate arrays (FPGAs), or programmable logic arrays (PLAs), is personalized by utilizing state information from the computer-readable program instructions. This electronic circuitry can execute the computer-readable program instructions to implement various aspects of the invention.

[0075] Various aspects of the present invention are described herein with reference to flowchart illustrations and / or block diagrams of methods, apparatus (systems), and computer program products according to embodiments of the invention. It should be understood that each block of the flowchart illustrations and / or block diagrams, and combinations of blocks in the flowchart illustrations and / or block diagrams, can be implemented by computer-readable program instructions.

[0076] These computer-readable program instructions can be provided to a processor of a general-purpose computer, a special-purpose computer, or other programmable data processing apparatus to produce a machine such that, when executed by the processor of the computer or other programmable data processing apparatus, they create means for implementing the functions / actions specified in one or more blocks of the flowchart and / or block diagram. These computer-readable program instructions can also be stored in a computer-readable storage medium that causes a computer, programmable data processing apparatus, and / or other device to operate in a particular manner; thus, the computer-readable medium storing the instructions comprises an article of manufacture that includes instructions for implementing aspects of the functions / actions specified in one or more blocks of the flowchart and / or block diagram.

[0077] Computer-readable program instructions may also be loaded onto a computer, other programmable data processing apparatus, or other device to cause a series of operational steps to be performed on the computer, other programmable data processing apparatus, or other device to produce a computer-implemented process, thereby causing the instructions executed on the computer, other programmable data processing apparatus, or other device to perform the functions / actions specified in one or more boxes of a flowchart and / or block diagram.

[0078] The flowcharts and block diagrams in the accompanying drawings illustrate the architecture, functionality, and operation of possible implementations of systems, methods, and computer program products according to various embodiments of the present invention. In this regard, each block in a flowchart or block diagram may represent a module, segment, or portion of an instruction containing one or more executable instructions for implementing a specified logical function. In some alternative implementations, the functions marked in the blocks may occur in a different order than those marked in the drawings. For example, two consecutive blocks may actually be executed substantially in parallel, and they may sometimes be executed in reverse order, depending on the functions involved. It should also be noted that each block in the block diagrams and / or flowcharts, and combinations of blocks in the block diagrams and / or flowcharts, can be implemented using a dedicated hardware-based system that performs the specified function or action, or using a combination of dedicated hardware and computer instructions. It will be known to those skilled in the art that implementation in hardware, implementation in software, and implementation using a combination of software and hardware are equivalent.

[0079] The various embodiments of the present invention have been described above. These descriptions are exemplary and not exhaustive, and are not limited to the disclosed embodiments. Many modifications and variations will be apparent to those skilled in the art without departing from the scope and spirit of the described embodiments. The terminology used herein is chosen to best explain the principles, practical application, or technical improvements to the embodiments in the market, or to enable others skilled in the art to understand the embodiments disclosed herein. The scope of the invention is defined by the appended claims.

Claims

1. A method for processing tunnel construction inspection data, characterized in that, The method includes: Acquire construction and inspection data of the target tunnel output by the measuring device; Based on the construction inspection data and the construction instruction data output by the user, the desired characteristic parameters of the target tunnel are determined; Based on the aforementioned characteristic parameters, a construction model for the target tunnel is constructed; Based on the location information of the tunnel profile section indicated by the construction model, the inspection tasks of the inspection device are set. The deviation between the actual characteristic parameters and the expected characteristic parameters of the target tunnel is determined by the feedback information output by the inspection device during the inspection task; wherein the deviation is used to measure whether the construction quality of the target tunnel meets the standards.

2. The method according to claim 1, characterized in that, The step of determining the desired characteristic parameters of the target tunnel based on the construction inspection data and the construction instruction data output by the user includes: Based on the construction inspection data and the construction instruction data output by the user, the desired location information of the components of the target tunnel and the target surrounding rock grade for the target tunnel are determined; Based on the tunnel deformation set according to the target surrounding rock grade and the expected location information, the expected outline of the target tunnel pile segment is determined as the expected characteristic parameter of the target tunnel.

3. The method according to claim 2, characterized in that, Before determining the desired location information of the components of the target tunnel and the target surrounding rock grade for the target tunnel based on the construction inspection data and the construction instruction data output by the user, the method further includes: Obtain the target tunnel type indicated by the target tunnel output by the user; If the target tunnel type is a circular tunnel, the arch, arch foot, and invert of the target tunnel are determined as components of the target tunnel. In the case where the target tunnel type is an elliptical tunnel, the arch, sidewalls, arch feet, and invert of the target tunnel are determined as components of the target tunnel.

4. The method according to claim 1, characterized in that, The inspection tasks of the inspection device are set based on the location information of the tunnel profile section indicated by the construction model, including: Based on the location information of the tunnel profile section indicated by the construction model and the target surrounding rock grade, it is determined that the anchor rings configured in the construction model have a first spacing and the steel arches configured have a second spacing. Based on the location information of the tunnel profile section, the first spacing, and the second spacing, the inspection tasks of the inspection device are set during the initial support stage of excavation.

5. The method according to claim 4, characterized in that, Before setting the inspection task of the inspection device during the initial support stage of excavation based on the location information of the tunnel profile cross-section, the first spacing, and the second spacing, the method further includes: Obtain the dimensional parameters of the steel mesh of the target tunnel output by the user; The step of setting the inspection tasks of the inspection device during the initial support stage of excavation based on the location information of the tunnel profile section, the first spacing, and the second spacing includes: Based on the location information of the tunnel profile section, the first spacing, the second spacing, and the dimensional parameters, the inspection tasks of the inspection device during the initial support stage of excavation are set.

6. The method according to claim 1, characterized in that, The inspection tasks of the inspection device are set based on the location information of the tunnel profile section indicated by the construction model, including: Based on the location information of the tunnel profile section indicated by the construction model and the reinforcement configuration parameters, the location of the reinforcement and the location of the reinforcement protective layer configured in the construction model are determined. Based on the location information of the tunnel profile section, the location of the reinforcing bars, and the location of the reinforcing bar protective layer, the inspection task of the inspection device in the secondary lining invert stage is set.

7. The method according to claim 1, characterized in that, The method further includes: The gas detection parameters within the target tunnel are determined using a gas detection device. When the gas detection parameters meet the set conditions, the fan is controlled to operate.

8. A tunnel construction inspection data processing device, characterized in that, The device includes: The acquisition module is used to acquire the construction and inspection data of the target tunnel output by the measuring device; The first determining module is used to determine the expected characteristic parameters of the target tunnel based on the construction inspection data and the construction instruction data output by the user. A construction module is used to construct a construction model of the target tunnel based on the characteristic parameters; The setting module is used to set the inspection tasks of the inspection device based on the location information of the tunnel outline section indicated by the construction model. The second determining module is used to determine the deviation between the actual characteristic parameters and the expected characteristic parameters of the target tunnel by using the feedback information output by the inspection device when performing the inspection task; wherein the deviation is used to measure whether the construction quality of the target tunnel meets the standard.

9. An electronic device, characterized in that, The system includes a memory and a processor, the memory being used to store a computer program; the processor being used to execute the computer program to implement the method according to any one of claims 1 to 7.

10. A computer-readable storage medium, characterized in that, A computer program is stored on the computer-readable storage medium, which, when executed by a processor, implements the method according to any one of claims 1 to 7.

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