A method for determining the construction temperature of a tunnel in cold regions and related equipment

Abstract

The present invention discloses a method for determining the construction temperature of a tunnel in a cold region and related equipment. The method includes: obtaining the working parameters of the tunneling equipment, where the working parameters include working stress and working speed; obtaining the tunneling temperature parameters based on the temperature sensors of the tunneling equipment; obtaining the static temperature parameters according to the temperature sensors on the excavated wall surface; and determining the construction temperature according to the working parameters, the tunneling temperature parameters, and the static temperature parameters. The method for determining the construction temperature of a tunnel in a cold region proposed in the embodiments of the present application can accurately determine whether there are phenomena such as frozen soil melting during the tunneling process by obtaining the working parameters, tunneling temperature parameters, and tunneling temperature parameters of the excavated wall surface of the tunneling equipment, and combining the heat transfer law or performing thermal simulation, thereby guiding the tunneling work.

Description

Technical Field

[0001] This specification relates to the field of tunnel engineering. More specifically, the present invention relates to a method for determining the construction temperature of tunnels in cold regions and related equipment. Background Art

[0002] During the construction of tunnels in cold regions, there is usually a freeze-thaw phenomenon, that is, soil rich in water freezes when the temperature is low, and the soil melts when the temperature is high. Since the mechanical properties of rock and soil change greatly in the solidified state and the melted state, if the temperature of rock and soil during the construction process cannot be accurately grasped, it will surely affect the safety of the construction process. In the existing methods, usually only the temperature change of the tunnel wall in the excavated area is concerned, and there is no accurate method for measuring the tunnel wall surface being excavated. Summary of the Invention

[0003] A series of simplified concepts are introduced in the Summary of the Invention section, which will be further elaborated in the Detailed Description section. The Summary of the Invention section of the present invention does not mean to attempt to define the key features and essential technical features of the claimed technical solution, nor does it mean to attempt to determine the protection scope of the claimed technical solution.

[0004] In order to propose a method for determining the construction temperature of tunnels in cold regions that can be used in engineering, in a first aspect, the present invention proposes a method for determining the construction temperature of tunnels in cold regions, and the method includes:

[0005] Obtain the working parameters of the tunneling equipment, where the working parameters include working stress and working speed;

[0006] Obtain the tunneling temperature parameters based on the temperature sensor of the tunneling equipment;

[0007] Obtain the static temperature parameters according to the temperature sensor on the excavated wall surface;

[0008] Determine the construction temperature according to the working parameters, the tunneling temperature parameters, and the static temperature parameters.

[0009] Optionally, the working stress includes axial working stress, the tunneling temperature parameters include axial tunneling temperature parameters, and the construction temperature includes axial construction temperature;

[0010] The obtaining of the construction temperature according to the working parameters, the tunneling temperature parameters, and the static temperature parameters includes:

[0011] Determine the axial construction temperature according to the axial working stress, the working speed, the axial tunneling temperature parameters, and the static temperature parameters.

[0012] Optionally, the above working stress includes circumferential working stress, the above tunneling temperature parameter includes circumferential tunneling temperature parameter, and the above construction temperature includes circumferential construction temperature;

[0013] The obtaining of the construction temperature according to the above working parameters, the above tunneling temperature parameters and the above static temperature parameters includes:

[0014] Determining the circumferential construction temperature according to the above circumferential working stress, the above working rotational speed, the above circumferential tunneling temperature parameter and the above static temperature parameter.

[0015] Optionally, the above method further includes:

[0016] Obtaining the thermal conductivity of the rock and soil;

[0017] Constructing a construction surface temperature field based on the above thermal conductivity, the above axial construction temperature and the above circumferential construction temperature.

[0018] Optionally, the obtaining of the construction temperature according to the above working parameters, the above tunneling temperature parameters and the above static temperature parameters includes:

[0019] Obtaining the construction temperature according to the above working parameters, the above tunneling temperature parameters, the above static temperature parameters and the simulation result, where the above simulation result is obtained by performing temperature field simulation in a preset geological model according to preset friction force, preset shear force, preset tunneling temperature parameter and preset static temperature parameter.

[0020] Optionally, the above method further includes:

[0021] Obtaining the friction force and shear force during the construction process according to the above working stress and the above working rotational speed.

[0022] Optionally, the above tunneling temperature parameter is obtained by sensors arranged axially and circumferentially on the above tunneling equipment, and the above static temperature parameter is obtained by temperature sensors reserved in the mined wall surface.

[0023] In a second aspect, the present invention also proposes a cold region tunnel construction temperature determination device, including:

[0024] A first obtaining unit, which obtains the working parameters of the tunneling equipment, where the above working parameters include working stress and working rotational speed;

[0025] A second obtaining unit, which is used to obtain tunneling temperature parameters based on the temperature sensors of the above tunneling equipment;

[0026] A third obtaining unit, which is used to obtain static temperature parameters according to the temperature sensors of the mined wall surface;

[0027] A determination unit, configured to determine the construction temperature according to the above-mentioned working parameters, the above-mentioned tunneling temperature parameters, and the above-mentioned static temperature parameters.

[0028] In a third aspect, an electronic device includes: a memory, a processor, and a computer program stored in the memory and executable on the processor. When the processor executes the computer program stored in the memory, the steps of the cold region tunnel construction temperature determination method according to any one of the above-mentioned first aspects are implemented.

[0029] In a fourth aspect, the present invention further provides a computer-readable storage medium, on which a computer program is stored. When the computer program is executed by a processor, the cold region tunnel construction temperature determination method according to any one of the first aspects is implemented.

[0030] In summary, the cold region tunnel construction temperature determination method of the embodiments of the present application includes: obtaining the working parameters of the tunneling equipment, where the above-mentioned working parameters include working stress and working speed; obtaining the tunneling temperature parameters based on the temperature sensors of the tunneling equipment; obtaining the static temperature parameters according to the temperature sensors of the already mined wall surface; and determining the construction temperature according to the above-mentioned working parameters, the above-mentioned tunneling temperature parameters, and the above-mentioned static temperature parameters. The cold region tunnel construction temperature determination method proposed by the embodiments of the present application obtains the working parameters, tunneling temperature parameters, and tunneling temperature parameters of the already mined wall surface of the tunneling equipment, and combines the heat transfer law or conducts thermal simulation to calculate the construction temperature of the mined area, so as to accurately determine whether there are phenomena such as frozen soil melting during the tunneling process, and further guide the tunneling work.

[0031] For the cold region tunnel construction temperature determination method of the present invention, other advantages, objectives, and features of the present invention will be partially reflected by the following description, and partially will be understood by those skilled in the art through the research and practice of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0032] By reading the detailed description of the preferred embodiments below, various other advantages and benefits will become clear to those of ordinary skill in the art. The drawings are only for the purpose of showing the preferred embodiments and are not considered to limit this specification. Moreover, throughout the drawings, the same reference numerals are used to represent the same components. In the drawings:

[0033] Figure 1 It is a schematic flowchart of a cold region tunnel construction temperature determination method provided by an embodiment of the present application;

[0034] Figure 2 It is a schematic structural diagram of a cold region tunnel construction temperature determination device provided by an embodiment of the present application;

[0035] Figure 3Schematic structural diagram of an electronic device for determining the construction temperature of a tunnel in cold regions provided by an embodiment of the present application. Specific embodiments

[0036] The method for determining the construction temperature of a tunnel in cold regions proposed by an embodiment of the present application obtains the working parameters, tunneling temperature parameters of the tunneling equipment, and the tunneling temperature parameters of the already mined wall surface, and combines the heat transfer law or conducts thermal simulation to calculate the construction temperature of the mined face, so as to accurately determine whether there are phenomena such as frozen soil melting during the tunneling process, and then guide the tunneling work.

[0037] The terms "first", "second", "third", "fourth", etc. (if any) in the specification, claims and above-mentioned drawings of the present application are used to distinguish similar objects, and do not have to be used to describe a specific order or sequence. It should be understood that the data used in this way can be interchanged under appropriate circumstances, so that the embodiments described here can be implemented in an order other than that illustrated or described here. In addition, the terms "including" and "having" and any variations thereof are intended to cover non-exclusive inclusion. For example, a process, method, system, product or device including a series of steps or units does not have to be limited to those steps or units clearly listed, but may include other steps or units not clearly listed or inherent to these processes, methods, products or devices. The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all the embodiments.

[0038] Please refer to Figure 1 , which is a schematic flow chart of a method for determining the construction temperature of a tunnel in cold regions provided by an embodiment of the present application, and specifically may include:

[0039] S110. Obtain the working parameters of the tunneling equipment, where the above-mentioned working parameters include working stress and working speed;

[0040] Exemplarily, the tunneling equipment may be equipment such as a shield machine or a tunneling machine. When the tunneling equipment is tunneling, it tunnels through the rotation of the components installed at the head. During the rotation process, it will rub against the unmined tunnel rock and soil, generating heat, which affects the temperature of the rock and soil on the surface being processed. At the same time, different working stresses and working speeds will result in different friction and impact effects on the tunnel rock and soil, thus forming different frictional heats, which in turn affect the construction temperature of the surface being processed.

[0041] S120. Obtain the tunneling temperature parameters based on the temperature sensor of the above-mentioned tunneling equipment;

[0042] Exemplarily, the tunneling temperature parameter is obtained according to the temperature sensor of the tunneling equipment, that is, the temperature of the tunneling equipment is obtained through the temperature sensor of the tunneling equipment. However, since the compositions and densities of the tunneling equipment and the rock and soil are different, the tunneling temperature parameter is not the same as the temperature of the rock and soil.

[0043] S130. Obtain the static temperature parameter according to the temperature sensor on the mined wall surface;

[0044] Exemplarily, during normal construction, in addition to paying attention to the temperature of the surface being processed, it is also necessary to pay attention to the temperature of the mined wall surface. During the construction process, temperature sensors will be prefabricated on the mined wall surface to obtain the static temperature parameter of the mined wall surface.

[0045] S140. Determine the construction temperature according to the above working parameters, the above tunneling temperature parameter, and the above static temperature parameter.

[0046] Exemplarily, through the working parameters of the tunneling equipment, the tunneling temperature parameter obtained by the temperature sensor of the tunneling equipment, and the static temperature parameter obtained by the temperature sensor of the mined wall surface, the construction temperature of the wall surface being mined can be calculated through the heat transfer law or by performing thermal simulation, so as to accurately determine whether there are phenomena such as frozen soil melting during the driving process, and further guide the tunneling work.

[0047] In summary, the method for determining the construction temperature of a cold-region tunnel proposed in the embodiment of the present application obtains the working parameters, tunneling temperature parameter, and tunneling temperature parameter of the mined wall surface of the tunneling equipment, and combines the heat transfer law or performs thermal simulation to calculate the construction temperature of the wall surface being mined, so as to accurately determine whether there are phenomena such as frozen soil melting during the driving process, and further guide the tunneling work.

[0048] In some examples, the above working stress includes axial working stress, the above tunneling temperature parameter includes axial tunneling temperature parameter, and the above construction temperature includes axial construction temperature;

[0049] The obtaining of the construction temperature according to the above working parameters, the above tunneling temperature parameter, and the above static temperature parameter includes:

[0050] Determine the above axial construction temperature according to the above axial working stress, the above working speed, the above axial tunneling temperature parameter, and the above static temperature parameter.

[0051] Exemplarily, the working stress of the tunneling equipment includes axial working stress, and the tunneling temperature parameter can include axial tunneling temperature parameter. The axial construction temperature, the temperature of the construction vertical surface, can be obtained through heat transfer calculation or simulation calculation according to the axial working stress, the working speed of the tunneling equipment, the axial tunneling temperature, and the static temperature parameter.

[0052] In some examples, the above working stress includes circumferential working stress, the above tunneling temperature parameter includes circumferential tunneling temperature parameter, and the above construction temperature includes circumferential construction temperature;

[0053] Obtaining the construction temperature according to the above working parameters, the above tunneling temperature parameters and the above static temperature parameters includes:

[0054] Determining the circumferential construction temperature according to the above circumferential working stress, the above working rotational speed, the above circumferential tunneling temperature parameter and the above static temperature parameter.

[0055] Exemplarily, the working stress of the tunneling equipment further includes circumferential working stress, and the tunneling temperature parameter can further include circumferential tunneling temperature parameter. The circumferential construction temperature, i.e., the temperature of the circumferential wall surface under construction, can be obtained through heat transfer calculation or simulation calculation based on the circumferential working stress, the working rotational speed of the tunneling equipment, the circumferential tunneling temperature and the static temperature parameter.

[0056] In some examples, the above method further includes:

[0057] Obtaining the thermal conductivity of the rock and soil;

[0058] Constructing a construction surface temperature field based on the above thermal conductivity, the above axial construction temperature and the above circumferential construction temperature.

[0059] Exemplarily, for the temperature of the rock and soil calculated at the corresponding position of the temperature sensor obtained in the foregoing embodiments, in this embodiment, by obtaining the thermal conductivity of the rock and soil, the temperature field of the entire construction surface can be constructed according to the thermal conductivity and the temperature of the construction surface obtained by the above method, and is displayed through the corresponding cloud map, so that engineers can clearly observe the temperature distribution of the surface under processing, and thus can easily formulate a mining plan.

[0060] In some examples, the above obtaining the construction temperature according to the above working parameters, the above tunneling temperature parameters and the above static temperature parameters includes:

[0061] Obtaining the construction temperature according to the above working parameters, the above tunneling temperature parameters, the above static temperature parameters and the simulation result, wherein the above simulation result is obtained by performing temperature field simulation in a preset geological model according to the preset friction force, the preset shear force, the preset tunneling temperature parameter and the preset static temperature parameter.

[0062] Exemplarily, by using simulation software such as ANSYS and CAE, a finite element model is constructed according to the geological characteristics of the construction site, and through dynamic simulation, preset friction force, shear force, preset tunneling temperature parameters, and preset static temperature parameters are input into the simulation model for temperature field analysis after stress application, so as to obtain the simulation results. During the actual tunneling process, the construction temperature of the tunnel wall surface in the current construction process is obtained by matching the working parameters, tunneling temperature parameters, and static temperature parameters with the simulation results.

[0063] In some examples, the above method further includes:

[0064] Obtaining the friction force and shear force during the construction process based on the above working stress and the above working rotational speed.

[0065] Exemplarily, mechanical analysis and decomposition are performed based on the working stress and working rotational speed obtained by the tunneling equipment to obtain the friction force and shear force related to the wall friction, which are then used in the matching process with the simulation results.

[0066] In some examples, the above tunneling temperature parameters are obtained by sensors axially and circumferentially arranged on the above tunneling equipment, and the above static temperature parameters are obtained by temperature sensors reserved in the already mined wall surface.

[0067] Exemplarily, the tunneling temperature parameters can be obtained by temperature sensors arranged axially and circumferentially on the tunneling equipment. During the arrangement of the temperature sensors, since the tunneling equipment operates in a rotating manner, in order to obtain the temperature at more positions, the temperature sensors should be arranged in different rotating planes. The static temperature parameters are obtained by temperature sensors reserved in the already mined wall surface.

[0068] Please refer to Figure 2 , an embodiment of the cold region tunnel construction temperature determination device in the embodiments of the present application may include:

[0069] A first acquisition unit 21, which acquires the working parameters of the tunneling equipment, where the above working parameters include working stress and working rotational speed;

[0070] A second acquisition unit 22, which is used to acquire the tunneling temperature parameters based on the temperature sensors of the above tunneling equipment;

[0071] A third acquisition unit 23, which is used to acquire the static temperature parameters according to the temperature sensors of the already mined wall surface;

[0072] A determination unit 24, which is used to determine the construction temperature based on the above working parameters, the above tunneling temperature parameters, and the above static temperature parameters.

[0073] As Figure 3As shown in the figure, an embodiment of the present application further provides an electronic device 300, including a memory 310, a processor 320, and a computer program 311 stored on the memory 320 and executable on the processor. When the processor 320 executes the computer program 311, the steps of any of the above methods for determining the construction temperature in cold regions are implemented, including:

[0074] Obtain the working parameters of the tunneling equipment, where the above working parameters include working stress and working speed;

[0075] Obtain the tunneling temperature parameters based on the temperature sensor of the above tunneling equipment;

[0076] Obtain the static temperature parameters according to the temperature sensor on the mined wall surface;

[0077] Determine the construction temperature according to the above working parameters, the above tunneling temperature parameters, and the above static temperature parameters.

[0078] In some embodiments, the above working stress includes axial working stress, the above tunneling temperature parameters include axial tunneling temperature parameters, and the above construction temperature includes axial construction temperature;

[0079] The above obtaining the construction temperature according to the above working parameters, the above tunneling temperature parameters, and the above static temperature parameters includes:

[0080] Determine the above axial construction temperature according to the above axial working stress, the above working speed, the above axial tunneling temperature parameters, and the above static temperature parameters.

[0081] In some embodiments, the above working stress includes circumferential working stress, the above tunneling temperature parameters include circumferential tunneling temperature parameters, and the above construction temperature includes circumferential construction temperature;

[0082] The above obtaining the construction temperature according to the above working parameters, the above tunneling temperature parameters, and the above static temperature parameters includes:

[0083] Determine the above circumferential construction temperature according to the above circumferential working stress, the above working speed, the above circumferential tunneling temperature parameters, and the above static temperature parameters.

[0084] In some embodiments, the above method further includes:

[0085] Obtain the thermal conductivity of the rock and soil;

[0086] Construct a construction surface temperature field based on the above thermal conductivity, the above axial construction temperature, and the above circumferential construction temperature.

[0087] In some embodiments, the above obtaining the construction temperature according to the above working parameters, the above tunneling temperature parameters, and the above static temperature parameters includes:

[0088] Obtain the construction temperature based on the above working parameters, the above tunneling temperature parameters, the above static temperature parameters, and the simulation results, where the above simulation results are obtained by performing a temperature field simulation in a preset geological model according to a preset friction force, a preset shear force, a preset tunneling temperature parameter, and a preset static temperature parameter.

[0089] In some embodiments, the above method further includes:

[0090] Obtain the friction force and shear force during the construction process according to the above working stress and the above working rotational speed.

[0091] In some embodiments, the above tunneling temperature parameter is obtained by sensors arranged axially and circumferentially on the above tunneling equipment, and the above static temperature parameter is obtained by temperature sensors reserved in the mined wall surface.

[0092] Since the electronic device introduced in this embodiment is the device used to implement a method for determining the construction temperature of a cold region tunnel in an embodiment of the present application, based on the method introduced in the embodiment of the present application, those skilled in the art can understand the specific implementation manners and various variations of the electronic device in this embodiment. Therefore, the specific implementation of how this electronic device implements the method in the embodiment of the present application will not be described in detail here. As long as the device used by those skilled in the art to implement the method in the embodiment of the present application belongs to the scope to be protected by the present application.

[0093] In the specific implementation process, when the computer program 311 is executed by the processor, it can implement Figure 1 any one of the implementation manners in the corresponding embodiment, including:

[0094] Obtain the working parameters of the tunneling equipment, where the above working parameters include working stress and working rotational speed;

[0095] Obtain the tunneling temperature parameter based on the temperature sensor of the above tunneling equipment;

[0096] Obtain the static temperature parameter according to the temperature sensor of the mined wall surface;

[0097] Determine the construction temperature according to the above working parameters, the above tunneling temperature parameters, and the above static temperature parameters.

[0098] In some embodiments, the above working stress includes axial working stress, the above tunneling temperature parameter includes axial tunneling temperature parameter, and the above construction temperature includes axial construction temperature;

[0099] The obtaining of the construction temperature according to the above working parameters, the above tunneling temperature parameters, and the above static temperature parameters includes:

[0100] Determine the above-mentioned axial construction temperature based on the above-mentioned axial working stress, the above-mentioned working speed, the above-mentioned axial tunneling temperature parameter, and the above-mentioned static temperature parameter.

[0101] In some embodiments, the above-mentioned working stress includes circumferential working stress, the above-mentioned tunneling temperature parameter includes circumferential tunneling temperature parameter, and the above-mentioned construction temperature includes circumferential construction temperature;

[0102] The above-mentioned obtaining the construction temperature according to the above-mentioned working parameters, the above-mentioned tunneling temperature parameter, and the above-mentioned static temperature parameter includes:

[0103] Determine the above-mentioned circumferential construction temperature based on the above-mentioned circumferential working stress, the above-mentioned working speed, the above-mentioned circumferential tunneling temperature parameter, and the above-mentioned static temperature parameter.

[0104] In some embodiments, the above-mentioned method further includes:

[0105] Obtain the thermal conductivity of the rock and soil;

[0106] Construct a construction surface temperature field based on the above-mentioned thermal conductivity, the above-mentioned axial construction temperature, and the above-mentioned circumferential construction temperature.

[0107] In some embodiments, the above-mentioned obtaining the construction temperature according to the above-mentioned working parameters, the above-mentioned tunneling temperature parameter, and the above-mentioned static temperature parameter includes:

[0108] Obtain the construction temperature according to the above-mentioned working parameters, the above-mentioned tunneling temperature parameter, the above-mentioned static temperature parameter, and the simulation result, where the above-mentioned simulation result is obtained by performing a temperature field simulation in a preset geological model according to preset friction force, preset shear force, preset tunneling temperature parameter, and preset static temperature parameter.

[0109] In some embodiments, the above-mentioned method further includes:

[0110] Obtain the friction force and shear force during the construction process according to the above-mentioned working stress and the above-mentioned working speed.

[0111] In some embodiments, the above-mentioned tunneling temperature parameter is obtained by sensors arranged axially and circumferentially on the above-mentioned tunneling equipment, and the above-mentioned static temperature parameter is obtained by temperature sensors reserved in the mined wall surface.

[0112] It should be noted that in the above-mentioned embodiments, the descriptions of each embodiment have their own focuses. For parts not detailed in a certain embodiment, reference can be made to the relevant descriptions of other embodiments.

[0113] Those skilled in the art should understand that the embodiments of the present application can be provided as a method, a system, or a computer program product. Therefore, the present application can take the form of a complete hardware embodiment, a complete software embodiment, or an embodiment combining software and hardware aspects. Moreover, the present application can take the form of a computer program product implemented on one or more computer-usable storage media (including but not limited to disk storage, CD-ROM, optical storage, etc.) that contain computer-usable program code.

[0114] The present application is described with reference to the flowcharts and / or block diagrams of methods, devices (systems), and computer program products according to the embodiments of the present application. It should be understood that each flow and / or block in the flowchart and / or block diagram can be implemented by computer program instructions, as well as the combination of flows and / or blocks in the flowchart and / or block diagram. These computer program instructions can be provided to the processor of a general-purpose computer, a special-purpose computer, an embedded computer, or other programmable data processing devices to generate a machine, so that the instructions executed by the processor of the computer or other programmable data processing devices generate means for implementing the functions specified in Figure 1 one or more of the flows Figure 1 or blocks or a combination of blocks.

[0115] These computer program instructions can also be stored in a computer-readable memory that can direct a computer or other programmable data processing device to work in a specific manner, so that the instructions stored in the computer-readable memory generate a manufactured article including instruction means, and the instruction means implements the functions specified in Figure 1 one or more of the flows Figure 1 or blocks or a combination of blocks.

[0116] These computer program instructions can also be loaded onto a computer or other programmable data processing device, so that a series of operation steps are executed on the computer or other programmable device to generate a computer-implemented process, and thus the instructions executed on the computer or other programmable device provide steps for implementing the functions specified in Figure 1 one or more of the flows Figure 1 or blocks or a combination of blocks.

[0117] The embodiments of the present application also provide a computer program product, which includes computer software instructions. When the computer software instructions run on a processing device, the processing device is caused to execute as Figure 1 the process for determining the construction temperature of a cold region tunnel in the corresponding embodiment.

[0118] A computer program product includes one or more computer instructions. When the computer instructions are loaded and executed on a computer, the processes or functions according to the embodiments of the present application are generated in whole or in part. The computer may be a general-purpose computer, a special-purpose computer, a computer network, or other programmable devices. The computer instructions may be stored in a computer-readable storage medium or transmitted from one computer-readable storage medium to another. For example, the computer instructions may be transmitted from a website, a computer, a server, or a data center to another website, computer, server, or data center in a wired manner (such as coaxial cable, optical fiber, digital subscriber line (DSL)) or a wireless manner (such as infrared, wireless, microwave, etc.). The computer-readable storage medium may be any available medium that can be stored by a computer or a data storage device such as a server or a data center that includes one or more available media integrated. The available medium may be a magnetic medium (such as a floppy disk, a hard disk, a magnetic tape), an optical medium (such as a DVD), or a semiconductor medium (such as a solid state disk (SSD)), etc.

[0119] 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 refer to the corresponding processes in the foregoing method embodiments and will not be elaborated herein.

[0120] In several embodiments provided in the present application, it should be understood that the disclosed systems, devices, and methods can be implemented in other ways. For example, the device embodiments described above are merely illustrative. For example, the division of units is only a logical function division, and there may be other division methods in actual implementation. For example, multiple units or components may be combined or integrated into another system, or some features may be ignored or not executed. Another point is that the displayed or discussed couplings or direct couplings or communication connections to each other may be indirect couplings or communication connections through some interfaces, devices, or units, and may be in electrical, mechanical, or other forms.

[0121] The units described as separate components may or may not be physically separated, and the components displayed as units may or may not be physical units, that is, they may be located in one place or distributed to multiple network units. Some or all of the units may be selected according to actual needs to achieve the purpose of the solution of this embodiment.

[0122] In addition, in each embodiment of the present application, the functional units can be integrated into one processing unit, or each unit can exist physically alone, or two or more units can be integrated into one unit. The above-mentioned integrated unit can be implemented in the form of hardware or in the form of a software functional unit.

[0123] If the integrated unit is implemented in the form of a software functional unit and sold or used as an independent product, it can be stored in a computer-readable storage medium. Based on this understanding, the technical solution of the present application, in essence, or the part that contributes to the prior art, or all or 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 causing a computer device (which can be a personal computer, a server, or a network device, etc.) to execute all or part of the steps of the methods in the various embodiments of the present application. The foregoing storage medium includes: various media such as USB flash drives, mobile hard disks, read-only memory (ROM), random access memory (RAM), magnetic disks, or optical discs that can store program codes.

[0124] The above, the above embodiments are only used to illustrate the technical solutions of the present application, rather than to limit them; although the present application has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements on some of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the various embodiments of the present application.

Claims

1. A method for determining the construction temperature of a tunnel in cold regions, characterized in that, Including: Obtain the working parameters of the tunneling equipment, where the working parameters include working stress and working speed; Obtain the tunneling temperature parameter based on the temperature sensor of the tunneling equipment; Obtain the static temperature parameter according to the temperature sensor on the mined wall surface; Determine the construction temperature according to the working parameters, the tunneling temperature parameter and the static temperature parameter.

2. The method according to claim 1, wherein The working stress includes axial working stress, the tunneling temperature parameter includes axial tunneling temperature parameter, and the construction temperature includes axial construction temperature; The obtaining of the construction temperature according to the working parameters, the tunneling temperature parameter and the static temperature parameter includes: Determine the axial construction temperature according to the axial working stress, the working speed, the axial tunneling temperature parameter and the static temperature parameter.

3. The method according to claim 2, wherein The working stress includes circumferential working stress, the tunneling temperature parameter includes circumferential tunneling temperature parameter, and the construction temperature includes circumferential construction temperature; The obtaining of the construction temperature according to the working parameters, the tunneling temperature parameter and the static temperature parameter includes: Determine the circumferential construction temperature according to the circumferential working stress, the working speed, the circumferential tunneling temperature parameter and the static temperature parameter.

4. The method according to claim 3, wherein Also included: Obtain the thermal conductivity of the rock and soil; Construct a construction surface temperature field based on the thermal conductivity, the axial construction temperature and the circumferential construction temperature.

5. The method according to claim 1, wherein The obtaining of the construction temperature according to the working parameters, the tunneling temperature parameter and the static temperature parameter includes: Obtain the construction temperature according to the working parameters, the tunneling temperature parameter, the static temperature parameter and the simulation result, where the simulation result is obtained by performing temperature field simulation in a preset geological model according to preset friction force, preset shear force, preset tunneling temperature parameter and preset static temperature parameter.

6. The method according to claim 5, wherein Also included: Obtain the friction force and shear force during the construction process according to the working stress and the working speed.

7. The method according to claim 1, characterized in that, The tunneling temperature parameter is obtained by sensors arranged axially and circumferentially on the tunneling equipment, and the static temperature parameter is obtained by the temperature sensors reserved in the mined wall surface.

8. A device for determining the construction temperature of a tunnel in a cold region, characterized in that, Including: The first obtaining unit, which obtains the working parameters of the tunneling equipment, where the working parameters include working stress and working speed; The second obtaining unit is used to obtain the tunneling temperature parameter based on the temperature sensor of the tunneling equipment; The third obtaining unit is used to obtain the static temperature parameter according to the temperature sensor on the mined wall surface; The determining unit is used to determine the construction temperature according to the working parameters, the tunneling temperature parameter and the static temperature parameter.

9. An electronic device, comprising: A memory and a processor, characterized in that when the processor executes the computer program stored in the memory, it implements the steps of the cold region tunnel construction temperature determination method according to any one of claims 1-7.

10. A computer-readable storage medium having a computer program stored thereon, characterized in that: When the computer program is executed by the processor, it implements the cold region tunnel construction temperature determination method according to any one of claims 1-7.

Images