Tunnel construction scheduling method and computer equipment

Abstract

The invention discloses a tunnel construction scheduling method and computer equipment. The tunnel construction scheduling method comprises the following steps: step S101, acquiring working procedures of each construction tunnel, working information of a tunnel face and completion time of a current working procedure; step S102, acquiring current construction personnel, construction vehicle and construction equipment information; s103, evaluating the construction difficulty of the current process according to the process of the construction tunnel, the working information of the tunnel face and the completion time of the current process; and S104, performing evaluation according to the construction difficulty, and allocating construction personnel, construction vehicles and construction equipment to each construction tunnel. Thus, resources such as personnel and vehicles for tunnel construction can be reasonably allocated, meanwhile, it is guaranteed that all working procedures of all the construction tunnels are completed on time, and the working efficiency of all the construction tunnels is improved.

Description

Technical Field

[0001] The present invention relates to the technical field of tunnel construction systems, and in particular to a tunnel construction scheduling method and computer equipment. Background Art

[0002] At present, in the process of tunnel construction, information management is relatively backward, and the allocation of resources such as vehicle dispatch, personnel and equipment mainly relies on experience. Manual command and on-site observation are used to further realize the allocation of construction resources. There are many problems such as the inability to effectively organize and utilize various data sources, low data management efficiency and heavy workload, and greater influence of human factors.

[0003] At present, with the new generation of information technology represented by the Internet, big data, and artificial intelligence, tunnels, as key projects in engineering construction, are developing rapidly with each passing day. With the vigorous development of intelligent machinery and the Internet of Things, it is urgent to reform and upgrade the information application of tunnel construction, and transform and upgrade from extensive management to refined management. Summary of the invention

[0004] The present invention aims to solve one of the technical problems in the related art at least to a certain extent. To this end, one object of the present invention is to provide a tunnel construction scheduling method and computer equipment.

[0005] On the one hand, in order to achieve the above-mentioned purpose, according to a tunnel construction scheduling method according to an embodiment of the present invention, the tunnel construction scheduling method comprises the steps of:

[0006] Obtain the process of each construction tunnel, the tunnel face operation information and the completion time of the current process;

[0007] Obtain current information on construction personnel, construction vehicles and construction equipment;

[0008] Evaluate the construction difficulty of the current process according to the process and face operation information of the tunnel construction and the completion time of the current process;

[0009] Construction personnel, vehicles and equipment are assigned to each construction tunnel based on an assessment of the construction difficulty.

[0010] Further, according to an embodiment of the present invention, the tunnel face operation information includes: surrounding rock grade, cross-sectional area, construction method, construction method, arch spacing and cycle footage information.

[0011] Further, according to an embodiment of the present invention, the tunnel construction scheduling method further includes:

[0012] Obtain the actual construction completion time of each process of each construction tunnel;

[0013] And obtain the overtime duration or time-saving duration of each process in each construction tunnel;

[0014] Obtain the ratio of the overtime duration or time-saving duration of the same process in different construction tunnels;

[0015] According to the ratio of the overtime duration to the time-saving duration, the construction personnel, construction vehicles and construction equipment of the time-saving construction tunnel are proportionally allocated to the overtime construction tunnel.

[0016] Further, according to an embodiment of the present invention, the tunnel construction scheduling method further includes:

[0017] Receive information about the advanced completion time setting of a tunnel;

[0018] Obtain the expected completion time of the current tunnel, current construction progress information, tunnel construction mileage and information on assigned construction personnel, construction vehicles and construction equipment;

[0019] Construction personnel, construction vehicles and construction equipment are reallocated according to the previous completion time, current construction progress information and commencement time.

[0020] Further, according to an embodiment of the present invention, obtaining current construction progress information includes:

[0021] Obtain pictures of each construction site within a set time period;

[0022] Compare the previous and next construction site pictures within a set time period to obtain the image information of the face change at the track construction site;

[0023] And the progress of the current process is obtained according to the tunnel face change image information.

[0024] Further, according to an embodiment of the present invention, the tunnel construction scheduling method further includes:

[0025] Obtain the expected completion time of the tunnel, current construction progress information, tunnel construction mileage and information on assigned construction personnel, construction vehicles and construction equipment;

[0026] Determine whether the tunnel construction work can be completed according to the expected completion time according to the current construction progress;

[0027] If not, the construction personnel, construction vehicles and construction equipment are reallocated according to the expected completion time, the current construction progress information and the construction mileage of the tunnel.

[0028] Further, according to an embodiment of the present invention, the tunnel construction scheduling method further includes:

[0029] Obtain the expected completion time of the current tunnel process, the latest construction progress information of the current process, and the information of the assigned construction personnel, construction vehicles and construction equipment;

[0030] Determine whether the tunnel construction work can be completed according to the expected completion time of the current process according to the latest construction progress of the current process;

[0031] If not, the construction personnel, construction vehicles and construction equipment are reallocated according to the expected completion time of the current process and the latest construction progress information of the current process.

[0032] Further, according to an embodiment of the present invention, the tunnel construction scheduling method further includes:

[0033] Receive the dispatching and setting information of construction personnel, construction vehicles and construction equipment required for a certain construction tunnel;

[0034] Obtain construction progress information for each tunnel and select construction personnel, vehicles and equipment for time-saving tunnel construction;

[0035] The selected construction personnel, construction vehicles and construction equipment will be deployed to the required construction tunnels.

[0036] Further, according to an embodiment of the present invention, the tunnel construction scheduling method further includes:

[0037] Obtain the movement trajectory information of each construction vehicle and the corresponding driver;

[0038] Determine whether the construction vehicle is in an idle state;

[0039] The construction vehicles of the construction tunnels with idle status are reallocated to the construction tunnels without idle status.

[0040] On the other hand, an embodiment of the present invention further provides a computer device, which includes a memory, a processor, and a computer program stored in the memory and executable on the processor, wherein the first processor implements the above-mentioned tunnel construction scheduling method when executing the computer program.

[0041] In the tunnel construction scheduling method and computer device provided by the embodiment of the present invention, through S101, the process of each construction tunnel and the tunnel face operation information and the completion time of the current process are obtained; S102, the current construction personnel, construction vehicles and construction equipment information are obtained; S103, the construction difficulty of the current process is evaluated according to the process of the construction tunnel and the face operation information and the completion time of the current process; S104, the construction personnel, construction vehicles and construction equipment are allocated to each construction tunnel according to the evaluation of the construction difficulty. In this way, the reasonable allocation of resources such as personnel and vehicles for tunnel construction can be implemented, and at the same time, the completion of each process of each construction tunnel is guaranteed on time, thereby improving the work efficiency of each construction tunnel. BRIEF DESCRIPTION OF THE DRAWINGS

[0042] Figure 1 A flow chart of a tunnel construction scheduling method provided by an embodiment of the present invention;

[0043] Figure 2 A flow chart of another tunnel construction scheduling method provided by an embodiment of the present invention;

[0044] Figure 3 A flow chart of another tunnel construction scheduling method provided by an embodiment of the present invention;

[0045] Figure 4 A flow chart of a method for obtaining current construction progress information provided by an embodiment of the present invention;

[0046] Figure 5 A flow chart of another tunnel construction scheduling method provided by an embodiment of the present invention;

[0047] Figure 6 A flow chart of another tunnel construction scheduling method provided by an embodiment of the present invention;

[0048] Figure 7 A flow chart of another tunnel construction scheduling method provided by an embodiment of the present invention;

[0049] Figure 8 A structural block diagram of a computer device provided in an embodiment of the present invention.

[0050] The realization of the purpose, functional features and advantages of the present invention will be further explained in conjunction with embodiments and with reference to the accompanying drawings. DETAILED DESCRIPTION

[0051] In order to make those skilled in the art better understand the scheme of the present invention, the technical scheme in the embodiment of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiment of the present invention. Unless otherwise defined, all technical and scientific terms used herein have the same meaning as those commonly understood by those skilled in the art of the present invention. The terms used in the specification of the present invention herein are only for the purpose of describing specific embodiments and are not intended to limit the present invention.

[0052] Reference to "embodiments" herein means that a particular feature, structure, or characteristic described in conjunction with the embodiments may be included in at least one embodiment of the present invention. The appearance of the phrase in various places in the specification does not necessarily refer to the same embodiment, nor is it an independent or alternative embodiment that is mutually exclusive with other embodiments. It is explicitly and implicitly understood by those skilled in the art that the embodiments described herein may be combined with other embodiments.

[0053] See also Figure 1 On the one hand, an embodiment of the present invention provides a tunnel construction scheduling method, comprising the steps of:

[0054] S101, obtaining the process of each construction tunnel, the tunnel face operation information and the completion time of the current process;

[0055] S102, obtaining current information of construction personnel, construction vehicles and construction equipment;

[0056] S103, evaluating the construction difficulty of the current process according to the process of the tunnel construction, the working information of the tunnel face and the completion time of the current process;

[0057] S104. Allocate construction personnel, construction vehicles and construction equipment to each construction tunnel according to the construction difficulty assessment.

[0058] Specifically, in step S101, the input information of the tunnel construction manager can be obtained through the client. The input information may include face operation information and the completion time of the current process. In one embodiment of the present invention, the face operation information includes: the name of the construction project, the construction mileage of the current process, the surrounding rock level, the cross-sectional area, the construction method, the construction method, the arch spacing and the cycle footage information. After the tunnel construction manager inputs and sets the corresponding information of each construction project through the client. The server running the tunnel construction scheduling method can allocate the construction project according to the information input and set by the tunnel construction manager through the client, so as to achieve the purpose of reasonable allocation and full utilization of resources. In step S102, by obtaining the current construction personnel, construction vehicles and construction equipment information. In this way, the deployable construction resources can be obtained, so as to reasonably allocate each construction resource. In step S103, the construction difficulty of the current process is evaluated according to the process of the construction tunnel and the face operation information and the completion time of the current process. At the same time, reference evaluation is performed based on similar face operation information under past construction conditions. For example, the construction mileage, surrounding rock grade, and cross-sectional area of ​​the previous process can be compared with past data. Accordingly, the longer the construction mileage of the previous process, the higher the surrounding rock grade, and the larger the cross-sectional area, the greater the difficulty in completing the construction within the set time. Correspondingly, the allocation of construction personnel, construction vehicles, and construction equipment also needs to be increased compared to past data. After the corresponding construction difficulty assessment is completed through step S103. Step S104 can be used to allocate construction personnel, construction vehicles, and construction equipment, and the existing available construction personnel, construction vehicles, and construction equipment are respectively allocated to each tunnel for construction operations. In this way, the reasonable allocation of resources such as personnel and vehicles for tunnel construction can be implemented, while ensuring that each process of each construction tunnel is completed on time, and improving the work efficiency of each construction tunnel.

[0059] See also Figure 2 In another embodiment of the present invention, the tunnel construction scheduling method further comprises the steps of:

[0060] S205, obtaining the actual construction completion time of each process of each construction tunnel;

[0061] S206, and obtaining the overtime duration or time-saving duration of each process of each construction tunnel;

[0062] S207, obtaining the ratio of the overtime duration or the time-saving duration of the same process in different construction tunnels;

[0063] S208. According to the ratio between the overtime duration and the time-saving duration, the construction personnel, construction vehicles and construction equipment of the time-saving construction tunnel are allocated to the overtime construction tunnel in proportion.

[0064] During the construction of a tunnel, there may be different processes in a cycle. For example, in one operation cycle, the construction processes include hooking / stand placement, laying out, drilling and blasting, slag removal, measurement, arch support, and shotcrete. During the tunnel construction process, the above processes are followed in a cycle. Figure 2 As shown in , after each tunnel completes an operation cycle. Step S205 can be used to obtain the actual construction completion time of each process of each construction tunnel; by comparing the actual completion time of each process with the preset completion time, step S206 can be used to obtain the overtime duration or time-saving duration of each process of each construction tunnel; and the overtime duration or time-saving duration of each process is compared with the preset completion time of each process, so that the ratio relationship of the overtime duration or time-saving duration of the same process of different construction tunnels can be obtained. Because when the current process of a tunnel is completed in time, it is possible that the construction resources of the process are relatively sufficient. When the current process of another tunnel is completed in time, it is very likely that the construction resources of the process are relatively insufficient. In order to enable each tunnel to complete the corresponding construction work according to the set time. Therefore, it is necessary to further allocate construction resources according to the actual construction progress. In step S208, according to the ratio relationship of the overtime duration or time-saving duration, the construction personnel, construction vehicles and construction equipment of the time-saving construction tunnel are allocated to the overtime construction tunnel in proportion. That is, some personnel from the time-saving construction tunnels will be deployed to the overtime construction tunnels. Further rational deployment of personnel, vehicles and other resources for tunnel construction will be implemented, while ensuring that each process of each construction tunnel is completed on time, thus improving the work efficiency of each construction tunnel.

[0065] See also Figure 3 In another embodiment of the present invention, the tunnel construction scheduling method further comprises the steps of:

[0066] S305, receiving information about setting a time for a tunnel to be completed in advance;

[0067] S306, obtaining the expected completion time of the current tunnel, current construction progress information, tunnel construction mileage and information on assigned construction personnel, construction vehicles and construction equipment;

[0068] S307: reallocate construction personnel, construction vehicles and construction equipment according to the previous completion time, current construction progress information and construction start time.

[0069] Specifically, during the actual construction process, the construction situation will change. For example, due to special reasons, the construction may need to be completed ahead of schedule. In this case, the allocated construction resources need to be reallocated to cope with this special situation. In step S305, the client can receive the setting information of the time for a certain tunnel to be completed ahead of schedule input by the engineering management personnel; after obtaining the setting information of the previous completion time input by the engineering management personnel through the client, the expected completion time of the current tunnel, the current construction progress information, the construction mileage of the tunnel and the allocated construction personnel, construction vehicles and construction equipment information can be obtained through step S306; wherein, the completion time of the remaining project can be calculated by obtaining the expected completion time of the current tunnel and the current construction progress information. When the completion time of the remaining project cannot meet the requirements of the early completion time. It is necessary to increase construction resources. Therefore, the construction personnel, construction vehicles and construction equipment are reallocated according to the previous completion time, the current construction progress information and the start time through step S307. In this way, sufficient construction resources are reallocated to ensure that the construction work of the project is completed in advance according to the completion time.

[0070] See also Figure 4 , wherein, in one embodiment of the present invention, obtaining the current construction progress information comprises the steps of:

[0071] S401, obtaining pictures of the construction sites within a set time period;

[0072] S402, comparing the previous and next construction site pictures within a set time period to obtain the image information of the face change of the track construction site;

[0073] S403, and obtaining the progress of the current process according to the tunnel face change image information.

[0074] Wherein, in step S401, the set time can be between a few minutes and half an hour, and can be set according to actual monitoring needs. Due to the construction process, the site will undergo certain changes within the set time. These changes can be collected by the front-end camera. In step S402, by comparing the degree of change of the tunnel at the construction site, the progress of the current process can be evaluated. Among them, the degree of change can be the degree of change in the depth of the tunnel or the degree of change in the width of the tunnel. Usually, the change in the depth to obtain the width is in a corresponding relationship with the degree of construction progress. By comparing the pictures of the changes before and after, in step S403, the progress of the current process can be obtained based on the image information of the face change. Realize the automatic acquisition of construction progress information. Of course, in other embodiments, the construction progress can also be obtained manually.

[0075] See also Figure 5In one embodiment of the present invention, the tunnel construction scheduling method further comprises the steps of:

[0076] S505, obtaining the expected completion time of the tunnel, current construction progress information, tunnel construction mileage and information on assigned construction personnel, construction vehicles and construction equipment;

[0077] S506: Determine whether the tunnel construction work can be completed according to the expected completion time according to the current construction progress;

[0078] S507: If not, reallocate construction personnel, construction vehicles and construction equipment according to the expected completion time, current construction progress information and tunnel construction mileage.

[0079] Although in the above steps S101 to S104, the construction resources are relatively reasonably allocated according to the difficulty assessment results of the construction projects of each tunnel. However, this assessment and allocation is only a relative preliminary estimate. However, the actual construction time still needs to be further allocated according to the actual construction progress in the actual project to meet the actual construction requirements. In steps S505 and S506, by obtaining the expected completion time of the tunnel, the current construction progress information, and the construction mileage of the tunnel, it can be determined whether the construction according to the current construction resources can complete the construction of the tunnel according to the expected completion time. If the construction of the project can be completed according to the expected completion time, there is no need to allocate construction resources. When the construction of the project cannot be completed according to the expected completion time, it means that there is a certain error between the assessment and resource allocation in steps S101 to S104 and the actual construction progress. Therefore, certain adjustments are required. In step S507, construction personnel, construction vehicles and construction equipment are reallocated according to the expected completion time, the current construction progress information, and the construction mileage of the tunnel. For example, the delay time ratio can be obtained by comparing the current construction progress information with the expected construction progress information. Then the construction personnel, construction vehicles and construction equipment can be allocated in corresponding proportions. In this way, sufficient construction resources can be reallocated to ensure that the project is completed on time and avoid delays.

[0080] Furthermore, in one embodiment of the present invention, the tunnel construction scheduling method further includes:

[0081] Obtain the expected completion time of the current tunnel process, the latest construction progress information of the current process, and the information of the assigned construction personnel, construction vehicles and construction equipment;

[0082] Determine whether the tunnel construction work can be completed according to the expected completion time of the current process according to the latest construction progress of the current process;

[0083] If not, the construction personnel, construction vehicles and construction equipment are reallocated according to the expected completion time of the current process and the latest construction progress information of the current process.

[0084] Since there are many processes in the construction of the tunnel, such as hooking / stand placement, laying out, drilling and blasting, slag removal, measurement, arch support, shotcrete and other processes, during the construction process, multiple processes are carried out in sequence to complete an operation cycle. Then the next cycle continues to follow the above process. This cycle continues until the entire project construction is completed. In the previous embodiment, steps S505 to S507 evaluate the actual time and expected time of the overall project. In this embodiment, the allocation of construction personnel, construction vehicles and construction equipment can also be adjusted according to the time construction situation of each construction process and the expected construction situation of each construction process. The deployment project is basically the same as the previous embodiment, and will not be repeated here.

[0085] See also Figure 6 In one embodiment of the present invention, the tunnel construction scheduling method further comprises the steps of:

[0086] S605, receiving the dispatching and setting information of construction personnel, construction vehicles and construction equipment required for a certain construction tunnel;

[0087] S606, obtaining construction progress information of each tunnel, and screening out construction personnel, construction vehicles and construction equipment for time-saving construction tunnels;

[0088] S607. Deploy the selected construction personnel, construction vehicles and construction equipment to the required construction tunnels.

[0089] Specifically, during the actual construction process, the construction situation may change. For example, due to special reasons, the construction needs to be completed ahead of schedule or needs to be delayed. In this case, the allocated construction resources need to be reallocated to cope with this special situation. Or the project needs to temporarily mobilize resources. In step S605, the client can receive the scheduling setting information of construction personnel, construction vehicles and construction equipment required for a certain construction tunnel; the setting information can be input by the project management personnel according to the actual construction needs of the project. When a certain construction tunnel needs to increase construction resources, other construction personnel, construction vehicles and construction equipment with relatively abundant construction resources can be mobilized to the construction tunnel that needs to be increased. Therefore, in step S606, by obtaining the construction progress information of each tunnel, the construction personnel, construction vehicles and construction equipment of the time-saving construction tunnel are screened out; among them, the construction personnel, construction vehicles and construction equipment in one or more construction tunnels can be screened out. To meet the scheduling needs of personnel. And in step S607, the screened construction personnel, construction vehicles and construction equipment are deployed to the required construction tunnel. In this way, the mobilization of construction resources can be better completed while ensuring that the construction tunnel is not delayed.

[0090] See also Figure 7 In one embodiment of the present invention, the tunnel construction scheduling method further comprises the steps of:

[0091] S705, obtaining the movement trajectory information of each construction vehicle and the corresponding driver;

[0092] S706, determining whether the construction vehicle is in an idle state;

[0093] S707: reallocate construction vehicles in construction tunnels that are in an idle state to construction tunnels that are not in an idle state.

[0094] Specifically, in the slag removal process of the construction, the progress of the process can be judged according to the removal of the slag by the construction vehicle. When the number of times the construction vehicle removes the slag is relatively large, the corresponding construction progress is also fast; otherwise, it means that the construction progress is relatively slow. In step S705, the action trajectory information of each construction vehicle and the corresponding driver is obtained. The operation status of the construction vehicle can be obtained through the entry and exit trajectory information of the construction vehicle, so that the progress of the construction project can be relatively accurately evaluated. In addition, the progress of the construction project can also be relatively accurately evaluated by the operation trajectory of the construction personnel. In step S706, after obtaining the action trajectory information of each construction vehicle and the corresponding driver, it can be judged whether the construction vehicle is in an idle state; when it is judged that some construction tunnels do not need too many allocated construction vehicles in actual construction, the construction vehicles of the construction tunnels with idle states can be reallocated to the construction tunnels without idle states, so as to achieve the reasonable allocation of construction resources and make reasonable allocation of construction resources.

[0095] See also Figure 8 On the other hand, the present invention also provides a computer device, the computer device comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, the processor implementing the above-mentioned tunnel construction scheduling method when executing the computer program. Figure 8 , the computer device may include but is not limited to a processor and a memory. A person skilled in the art may understand that the diagram is only an example of a computer device and does not constitute a limitation on the computer device. The computer device may include more or fewer components than shown in the diagram, or may combine certain components, or different components. For example, the computer device may also include an input / output device, a network access device, a bus, etc.

[0096] The processor may be a central processing unit (CPU), other general-purpose processors, digital signal processors (DSP), application-specific integrated circuits (ASIC), field programmable gate arrays (FPGA) or other programmable logic devices, discrete gate or transistor logic devices, discrete preset hardware components, etc. A general-purpose processor may be a microprocessor or any conventional processor, etc.

[0097] The memory may be an internal storage unit of the computer device, such as a hard disk or memory of the computer device. The memory may also be an external storage device of the computer device, such as a plug-in hard disk, a smart media card (SMC), a secure digital (SD) card, a flash card, etc. equipped on the computer device. Furthermore, the memory may include both an internal storage unit and an external storage device of the computer device. The memory is used to store the computer program and other programs and data required by the computer device. The memory may also be used to temporarily store data that has been output or is to be output.

[0098] The computer program may be stored in a computer-readable storage medium, and when the computer program is executed by a processor, the steps of each of the above-mentioned method embodiments may be implemented. The computer program includes computer program code, and the computer program code may be in source code form, object code form, executable file or some intermediate form, etc. The computer-readable medium may include: any entity or device capable of carrying the computer program code, recording medium, USB flash drive, mobile hard disk, magnetic disk, optical disk, computer memory, read-only memory (ROM), random access memory (RAM), electric carrier signal, telecommunication signal and software distribution medium, etc.

[0099] The above are only embodiments of the present invention, but they do not limit the patent scope of the present invention. Although the present invention is described in detail with reference to the above embodiments, those skilled in the art can still modify the technical solutions recorded in the above embodiments, or replace some of the technical features with equivalent ones. Any equivalent structure made by using the contents of the present invention specification and drawings, directly or indirectly used in other related technical fields, is also within the scope of patent protection of the present invention.

[0100] In the description of this specification, the description with reference to the terms "one embodiment", "some embodiments", "examples", "specific examples", or "some examples" means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments or examples in a suitable manner.

[0101] Although the embodiments of the present invention have been shown and described above, it is to be understood that the above embodiments are exemplary and are not to be construed as limitations on the present invention. A person skilled in the art may change, modify, replace and modify the above embodiments within the scope of the present invention without departing from the principles and intent of the present invention.

Claims

1. A tunnel construction scheduling method, characterized in that: Includes steps: Obtain the process of each construction tunnel, the tunnel face operation information and the completion time of the current process; Obtain current information on construction personnel, construction vehicles and construction equipment; Evaluate the construction difficulty of the current process according to the process and face operation information of the tunnel construction and the completion time of the current process; Construction personnel, vehicles and equipment are assigned to each construction tunnel based on an assessment of the construction difficulty.

2. The tunnel construction scheduling method according to claim 1, characterized in that: The face operation information includes: surrounding rock grade, cross-sectional area, construction method, construction method, arch spacing and cycle footage information.

3. The tunnel construction scheduling method according to claim 1 or 2, characterized in that: Also includes: Obtain the actual construction completion time of each process of each construction tunnel; And obtain the overtime duration or time-saving duration of each process in each construction tunnel; Obtain the ratio of the overtime duration or time-saving duration of the same process in different construction tunnels; According to the ratio of the overtime duration to the time-saving duration, the construction personnel, construction vehicles and construction equipment of the time-saving construction tunnel are proportionally allocated to the overtime construction tunnel.

4. The tunnel construction scheduling method according to claim 1 or 2, characterized in that: Also includes: Receive information about the advanced completion time setting of a tunnel; Obtain the expected completion time of the current tunnel, current construction progress information, tunnel construction mileage and information on assigned construction personnel, construction vehicles and construction equipment; Construction personnel, construction vehicles and construction equipment are reallocated according to the previous completion time, current construction progress information and commencement time.

5. The tunnel construction scheduling method according to claim 4, characterized in that: Obtaining current construction progress information includes: Obtain pictures of each construction site within a set time period; Compare the previous and next construction site pictures within a set time period to obtain the image information of the face change at the track construction site; And the progress of the current process is obtained according to the tunnel face change image information.

6. The tunnel construction scheduling method according to claim 1 or 2, characterized in that: Also includes: Obtain the expected completion time of the tunnel, current construction progress information, tunnel construction mileage and information on assigned construction personnel, construction vehicles and construction equipment; Determine whether the tunnel construction work can be completed according to the expected completion time according to the current construction progress; If not, the construction personnel, construction vehicles and construction equipment are reallocated according to the expected completion time, the current construction progress information and the construction mileage of the tunnel.

7. The tunnel construction scheduling method according to claim 1 or 2, characterized in that: Also includes: Obtain the expected completion time of the current tunnel process, the latest construction progress information of the current process, and the information of the assigned construction personnel, construction vehicles and construction equipment; Determine whether the tunnel construction work can be completed according to the expected completion time of the current process according to the latest construction progress of the current process; If not, the construction personnel, construction vehicles and construction equipment are reallocated according to the expected completion time of the current process and the latest construction progress information of the current process.

8. The tunnel construction scheduling method according to claim 1 or 2, characterized in that: Also includes: Receive the dispatching and setting information of construction personnel, construction vehicles and construction equipment required for a certain construction tunnel; Obtain construction progress information for each tunnel and select construction personnel, vehicles and equipment for time-saving tunnel construction; The selected construction personnel, construction vehicles and construction equipment will be deployed to the required construction tunnels.

9. The tunnel construction scheduling method according to claim 1 or 2, characterized in that: Also includes: Obtain the movement trajectory information of each construction vehicle and the corresponding driver; Determine whether the construction vehicle is in an idle state; The construction vehicles of the construction tunnels with idle status are reallocated to the construction tunnels without idle status.

10. A computer device, comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, wherein: When the processor executes the computer program, the tunnel construction scheduling method according to any one of claims 1 to 9 is implemented.

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