Expressway construction management method and system, storage medium and electronic equipment

Abstract

The invention provides an expressway construction management method and system, a storage medium and electronic equipment, and the method comprises the steps: determining material supply position information and construction region data through construction planning data, and the construction region data comprises construction region position information and corresponding construction region efficiency information; determining material supply efficiency information corresponding to the construction area position information according to the construction area position information and the material supply position information, and performing unit division on the construction area according to the material supply efficiency information and the construction area efficiency information to determine a first construction unit group and first logistics track information; and acquiring real-time field data of the first construction unit group to determine a real-time construction progress, and adjusting the first construction unit group according to the real-time construction progress and the theoretical construction progress to determine a second construction unit group and second logistics track information. The highway construction management method solves the problem that a highway construction management method in the prior art is difficult to ensure the accuracy and the high efficiency of scheduling.

Description

Technical Field

[0001] The present invention relates to the technical field of construction management, and in particular to a highway construction management method, system, storage medium and electronic equipment. Background Art

[0002] With the rapid development of my country's national economy, the mileage of highway construction has continued to increase. In recent years, the scale and development of expressway construction have played a huge role in promoting the development of the national economy. But at the same time, how to ensure the construction quality and progress of expressways is very critical.

[0003] When existing highways are under large-scale construction, they are usually constructed in multiple sections at the same time. However, due to geographical reasons, the storage of materials and the setting of storage points are usually affected by the geographical location and are limited to specific locations. The multi-section construction method requires that the progress of each construction section needs to be consistent to ensure that the highways of adjacent construction sections are fully connected. In this way, the construction efficiency of the highway is guaranteed. Therefore, how to timely allocate materials and equipment in each construction section is a key factor in ensuring the consistency of the construction efficiency of each construction section. In the existing technology, construction information is usually collected regularly and the scheduling is manually judged, which makes it difficult to achieve the accuracy and efficiency of scheduling, thereby affecting the construction progress. Summary of the invention

[0004] Based on this, the purpose of the present invention is to provide a highway construction management method, system, storage medium and electronic device, aiming to solve the problem that the highway construction management method in the prior art is difficult to ensure the accuracy and efficiency of scheduling.

[0005] A highway construction management method according to an embodiment of the present invention includes:

[0006] Determine material supply location information and construction area data through construction planning data, wherein the construction area data includes construction area location information and construction area efficiency information corresponding to the construction area location information;

[0007] Determine the material supply efficiency information corresponding to the construction area location information according to the construction area location information and the material supply location information, and divide the construction area into units according to the material supply efficiency information and the construction area efficiency information to determine a first construction unit group and first logistics trajectory information;

[0008] The real-time on-site data of the first construction unit group is acquired through a preset detection device to determine the real-time construction progress, and the first construction unit group is adjusted according to the real-time construction progress and the theoretical construction progress to determine the second construction unit group and the second logistics trajectory information.

[0009] In addition, the highway construction management method according to the above embodiment of the present invention may also have the following additional technical features:

[0010] Furthermore, the step of dividing the construction area into units according to the material supply efficiency information and the construction area efficiency information to determine the first construction unit group and the first logistics track information includes:

[0011] Divide the construction area into units according to the construction area efficiency information to determine a plurality of construction units with the same construction efficiency;

[0012] Determine the planned freight vehicle data and the material demand data corresponding to the construction unit according to the construction area data;

[0013] The number and type of freight vehicles corresponding to each construction unit are determined based on the material demand data and the material supply efficiency, and the transportation order of all the freight vehicles is determined based on the construction efficiency to ensure that the construction progress of each construction unit in a single cycle is consistent, thereby determining the first logistics trajectory information.

[0014] Furthermore, the step of determining material supply location information and construction area data through construction planning data includes:

[0015] Divide the construction area according to the construction planning data to determine a plurality of construction areas of different types and construction drawings corresponding to the construction areas;

[0016] Determine the first construction model of different stages according to the construction drawings, and determine the theoretical stage construction efficiency corresponding to the first construction model through a preset evaluation algorithm based on the first construction model and the theoretical construction model, and determine the construction area efficiency information according to the theoretical stage construction efficiency.

[0017] Furthermore, the step of obtaining the real-time on-site data of the first construction unit group by a preset detection device to determine the real-time construction progress includes:

[0018] Acquire on-site construction image information and receive real-time construction report information, and adjust the first construction model to determine a preliminary construction model according to the construction report information;

[0019] Performing two-dimensional mapping on the preliminary construction model to determine a plurality of comparison image information, and comparing the comparison image information with the on-site construction image information to determine difference image information;

[0020] Acquire feature data information of the difference image information, and perform three-dimensional mapping on a plurality of the feature data information to determine a difference feature local model, so as to adjust the preliminary construction model according to the difference feature local model to determine a real-time construction model;

[0021] A real-time construction progress is determined based on the real-time construction model, the first construction model and the construction area efficiency information.

[0022] Furthermore, the step of adjusting the first construction unit group according to the real-time construction progress and the theoretical construction progress to determine the second construction unit group and the second logistics track information includes:

[0023] Determine the unit construction progress difference value corresponding to each of the construction units according to the real-time construction progress and the theoretical construction progress, add up all the unit construction progress difference values, and calculate the average to determine the average construction progress difference value;

[0024] The percentage area range of the increase or decrease of the corresponding construction unit is determined according to the unit construction progress difference value and the average construction progress difference value, and then the second construction unit group is determined.

[0025] Furthermore, the step of determining the percentage area range of increase or decrease of the corresponding construction unit according to the unit construction progress difference value and the average construction progress difference value, and then determining the second construction unit group includes:

[0026] Determine the material demand data and unit location information corresponding to each unit according to the second construction unit group, and determine the unit material supply efficiency according to the unit location information;

[0027] The number and type of freight vehicles corresponding to the second construction unit group are determined according to the unit material supply efficiency and the material demand data, and the transportation order of the freight vehicles is determined according to the construction efficiency corresponding to the second construction unit group to ensure that the construction progress of each construction unit is consistent within a single cycle.

[0028] Furthermore, after the step of adjusting the first construction unit group according to the real-time construction progress and the theoretical construction progress to determine the second construction unit group and the second logistics track information, the step includes:

[0029] Obtain all the unit construction progress difference values ​​after multiple construction unit group divisions, and screen the unit construction difference values ​​according to the real-time construction conditions corresponding to the unit construction progress difference values ​​to determine the corrected construction progress difference values ​​not caused by external factors;

[0030] The preset evaluation algorithm is corrected according to the correction construction difference value and the real-time construction status.

[0031] Another object of the present invention is to provide a highway construction management system, the system comprising:

[0032] A construction data determination module, used to determine material supply location information and construction area data through construction planning data, wherein the construction area data includes construction area location information and construction area efficiency information corresponding to the construction area location information;

[0033] A unit division module, used to determine the material supply efficiency information corresponding to the construction area location information according to the construction area location information and the material supply location information, and to divide the construction area into units according to the material supply efficiency information and the construction area efficiency information to determine a first construction unit group and a first logistics track information;

[0034] The unit adjustment module is used to obtain the real-time field data of the first construction unit group through a preset detection device to determine the real-time construction progress, and adjust the first construction unit group according to the real-time construction progress and theoretical construction progress to determine the second construction unit group and the second logistics trajectory information.

[0035] Another object of an embodiment of the present invention is to provide a storage medium having a computer program stored thereon, wherein the program, when executed by a processor, implements the steps of the above-mentioned highway construction management method.

[0036] Another object of an embodiment of the present invention is to provide an electronic device, comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, wherein the processor implements the steps of the above-mentioned highway construction management method when executing the program.

[0037] The present invention determines the area to be constructed and the location of material supply through the pre-determined construction planning data, and then determines the construction efficiency corresponding to different stages of each construction area through the pre-determined construction drawings, and then divides the construction area into construction units according to the construction efficiency and material supply efficiency, so that the construction progress of each construction unit in the same cycle is consistent, and then equips the corresponding material carrier according to the material quantity required by each construction unit and the corresponding material supply efficiency, and adjusts the transportation rounds of the material carrier to realize the supply of materials at each construction unit to realize the adjustment of the construction progress at each construction unit, so as to ensure the consistency of the construction progress at each construction unit, thereby avoiding the delay of local construction from affecting the construction progress of the entire project. In addition, by obtaining the real-time construction progress at each construction unit in real time and comparing it with the force construction progress, the construction status and difference at each construction unit are judged, and according to the difference, the regional division of the construction unit is adjusted in time, and the corresponding material transfer data is adjusted at the same time, so as to realize the real-time automatic adjustment of each construction unit, and achieve the effect of efficient and accurate construction progress adjustment. Therefore, the present invention solves the problem that the highway construction management method in the prior art is difficult to ensure the accuracy and efficiency of scheduling. BRIEF DESCRIPTION OF THE DRAWINGS

[0038] Figure 1 is a flow chart of a highway construction management method in a first embodiment of the present invention;

[0039] Figure 2 is a structural block diagram of a highway construction management system in a second embodiment of the present invention;

[0040] Figure 3 is a schematic structural diagram of an electronic device in a third embodiment of the present invention;

[0041] The following specific implementation manner will further illustrate the present invention in conjunction with the above-mentioned drawings. DETAILED DESCRIPTION

[0042] In order to facilitate the understanding of the present invention, the present invention will be described more fully below with reference to the relevant drawings. Several embodiments of the present invention are given in the drawings. However, the present invention can be implemented in many different forms and is not limited to the embodiments described herein. On the contrary, the purpose of providing these embodiments is to make the disclosure of the present invention more thorough and comprehensive.

[0043] It should be noted that when an element is referred to as being "fixed to" another element, it may be directly on the other element or there may be a central element. When an element is considered to be "connected to" another element, it may be directly connected to the other element or there may be a central element at the same time. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are for illustrative purposes only.

[0044] 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 herein in the specification of the present invention are only for the purpose of describing specific embodiments and are not intended to limit the present invention. The term "and / or" used herein includes any and all combinations of one or more related listed items.

[0045] Embodiment 1

[0046] See also Figure 1 , which shows a highway construction management method in a first embodiment of the present invention, and the method specifically includes steps S01 to S03.

[0047] S01, determining material supply location information and construction area data through construction planning data, wherein the construction area data includes construction area location information and construction area efficiency information corresponding to the construction area location information;

[0048] Specifically, the construction area is divided according to the construction planning data to determine a plurality of construction areas of different types and construction drawings corresponding to the construction areas; the first construction models of different stages are determined according to the construction drawings, and the theoretical stage construction efficiency corresponding to the first construction model is determined through a preset evaluation algorithm based on the first construction model and the theoretical construction model, and the construction area efficiency information is determined based on the theoretical stage construction efficiency. In the specific implementation, due to the different topography and landforms of different sections, there are great differences in the difficulty of construction. Therefore, it is necessary to divide the construction drawings according to the topography and landforms, as well as the conditions and trends of the sections, and determine different types of construction areas and their corresponding construction drawings. During the local construction of the expressway, a single construction area is also divided into multiple construction stages. There are great differences in the construction efficiency of the construction stages of different types of construction areas. For example, in hilly areas, the hills need to be removed or adjusted so that the inclination of the expressway meets the requirements, while this step is not necessary in plain areas. Therefore, it is necessary to determine the construction drawings and models corresponding to the different stages, and determine the construction efficiency corresponding to each stage. When judging the construction efficiency and construction progress, the construction progress is mainly judged based on the construction stage conditions rather than the construction time and estimated total construction time of a single construction area, so as to ensure that the construction progress and construction stages in each area are consistent, which is conducive to the connection between different sections of expressways.

[0049] S02, determining material supply efficiency information corresponding to the construction area location information according to the construction area location information and the material supply location information, and dividing the construction area into units according to the material supply efficiency information and the construction area efficiency information to determine a first construction unit group and first logistics track information;

[0050] Specifically, the construction area is divided into units according to the construction area efficiency information to determine multiple construction units with consistent construction efficiency; the planned freight vehicle data and the material demand data corresponding to the construction units are determined according to the construction area data; the number and type of freight vehicles corresponding to each construction unit are determined according to the material demand data and the material supply efficiency, and the transportation order of all the freight vehicles is determined according to the construction efficiency to make the construction progress of each construction unit consistent within a single cycle, thereby determining the first logistics trajectory information. In specific implementation, the construction area is divided to ensure that the theoretical construction efficiency of each construction area is consistent, and then the logistics trajectory is determined to adjust the progress of each construction area through the transportation and supply of materials to ensure the consistency of the construction progress at each construction area.

[0051] S03, obtaining real-time on-site data of the first construction unit group through a preset detection device to determine the real-time construction progress, and adjusting the first construction unit group according to the real-time construction progress and the theoretical construction progress to determine the second construction unit group and the second logistics trajectory information;

[0052] Specifically, the on-site construction image information and the real-time construction report information are obtained, and the first construction model is adjusted to determine the preliminary construction model according to the construction report information; the preliminary construction model is mapped in two dimensions to determine multiple comparison image information, and the comparison image information is compared with the on-site construction image information to determine the difference image information; the feature data information of the difference image information is obtained, and the multiple feature data information is mapped in three dimensions to determine the difference feature local model, so as to adjust the preliminary construction model according to the difference feature local to determine the real-time construction model; the real-time construction progress is determined according to the real-time construction model, the first construction model and the construction area efficiency information. In the specific implementation, the predetermined first construction model is adjusted through the construction report information, so that the preliminary construction model can be determined quickly and efficiently, and then the field data detected by the real-time field equipment is used to adjust the data type output of the preliminary construction model to be consistent with the field data, and the difference information and the feature data corresponding to the difference information are determined, and then the feature data is adjusted in type, so as to adjust the preliminary construction model to determine the real-time construction model, and then the real-time construction progress is determined efficiently and accurately through the real-time construction model and the predetermined first construction model and the construction efficiency information.

[0053] Furthermore, the unit construction progress difference value corresponding to each of the construction units is determined based on the real-time construction progress and the theoretical construction progress, and all the unit construction progress difference values ​​are added and averaged to determine the average construction progress difference value; the percentage area range of the corresponding construction unit increase or decrease is determined based on the unit construction progress difference value and the average construction progress difference value, and then the second construction unit group is determined. The material demand data and unit location information corresponding to each unit are determined based on the second construction unit group, and the unit material supply efficiency is determined based on the unit location information; the number and type of the freight vehicles corresponding to the second construction unit group are determined based on the unit material supply efficiency and the material demand data, and the transportation order of the freight vehicles is determined based on the construction efficiency corresponding to the second construction unit group to make the construction progress of each of the construction units consistent within a single cycle. By judging the status of the construction progress in each area and determining the difference between the construction progress of each area and the overall average construction progress, the percentage of the area of ​​each construction unit can be adjusted. Then, according to the real-time on-site conditions, the construction units can be automatically, efficiently and accurately subdivided and adjusted again, and the corresponding material transportation conditions can be adjusted, thereby achieving real-time, efficient and accurate regulation of each construction area to ensure the consistency of the overall construction status, thereby ensuring that the impact of delays in local construction areas on the overall project construction progress is avoided.

[0054] In addition, the step of adjusting the first construction unit group according to the real-time construction progress and the theoretical construction progress to determine the second construction unit group and the second logistics trajectory information includes: obtaining all the unit construction progress difference values ​​after multiple construction unit group divisions, and screening the unit construction difference values ​​according to the real-time construction status corresponding to the unit construction progress difference values, and determining the corrected construction progress difference values ​​not caused by external factors; and correcting the preset evaluation algorithm according to the corrected construction difference values ​​and the real-time construction status. Specifically, by screening and determining the construction progress and status information under different unit division conditions, and after excluding the influence of unexpected external conditions, the evaluation algorithm is corrected to further improve the accuracy of the evaluation algorithm, thereby achieving a situation where there is no need to divide the construction unit multiple times without the influence of external factors, and further improving the overall efficiency of the project.

[0055] In summary, the highway construction management method in the above embodiment of the present invention determines the area to be constructed and the location of material supply through the predetermined construction planning data, and then determines the construction efficiency corresponding to different stages of each construction area through the predetermined construction drawings, and then divides the construction area into construction units according to the construction efficiency and material supply efficiency, so that the construction progress of each construction unit in the same cycle is consistent, and then equips the corresponding material carrier according to the material quantity required by each construction unit and the corresponding material supply efficiency, and adjusts the transportation rounds of the material carrier to realize the supply of materials at each construction unit to realize the adjustment of the construction progress at each construction unit, so as to ensure the consistency of the construction progress at each construction unit, thereby avoiding local construction delays affecting the construction progress of the entire project. In addition, by obtaining the real-time construction progress at each construction unit in real time and comparing it with the force construction progress, the construction status and difference at each construction unit are judged, and according to the difference, the regional division of the construction unit is adjusted in time, and the corresponding material transfer data is adjusted at the same time, so as to realize the real-time automatic adjustment of each construction unit, and achieve the effect of efficient and accurate construction progress adjustment. Therefore, the present invention solves the problem that the highway construction management method in the prior art is difficult to ensure the accuracy and efficiency of scheduling.

[0056] Embodiment 2

[0057] See also Figure 2 , which is a structural block diagram of a highway construction management system proposed in the second embodiment of the present invention, the highway construction management system 200 comprises: a construction data determination module 21, a unit division module 22 and a unit adjustment module 23, wherein:

[0058] A construction data determination module 21, used to determine material supply location information and construction area data through construction planning data, wherein the construction area data includes construction area location information and construction area efficiency information corresponding to the construction area location information;

[0059] A unit division module 22 is used to determine the material supply efficiency information corresponding to the construction area location information according to the construction area location information and the material supply location information, and to divide the construction area into units according to the material supply efficiency information and the construction area efficiency information to determine a first construction unit group and a first logistics track information;

[0060] The unit adjustment module 23 is used to obtain the real-time field data of the first construction unit group through a preset detection device to determine the real-time construction progress, and adjust the first construction unit group according to the real-time construction progress and theoretical construction progress to determine the second construction unit group and the second logistics trajectory information.

[0061] Furthermore, in other embodiments of the present invention, the construction data determination module 21 further includes:

[0062] A construction drawing determination unit, used for dividing the construction area according to the construction planning data to determine a plurality of construction areas of different types and construction drawings corresponding to the construction areas;

[0063] A construction efficiency determination unit is used to determine the first construction model of different stages according to the construction drawings, and determine the theoretical stage construction efficiency corresponding to the first construction model through a preset evaluation algorithm based on the first construction model and the theoretical construction model, and determine the construction area efficiency information according to the theoretical stage construction efficiency.

[0064] Furthermore, in other embodiments of the present invention, the unit division module 22 further includes:

[0065] A construction unit division unit, used for dividing the construction area into units according to the construction area efficiency information to determine a plurality of construction units with the same construction efficiency;

[0066] A material demand data determination unit, used to determine the planned freight vehicle data and the material demand data corresponding to the construction unit according to the construction area data;

[0067] The first logistics trajectory determination unit is used to determine the number and type of freight vehicles corresponding to each of the construction units according to the material demand data and the material supply efficiency, and determine the transportation order of all the freight vehicles according to the construction efficiency to make the construction progress of each of the construction units consistent within a single cycle, thereby determining the first logistics trajectory information.

[0068] Furthermore, in other embodiments of the present invention, the unit adjustment module 23 further includes:

[0069] A preliminary construction model determination unit, configured to obtain on-site construction image information and receive real-time construction report information, and adjust the first construction model to determine a preliminary construction model according to the construction report information;

[0070] a difference image information determining unit, configured to perform two-dimensional mapping on the preliminary construction model to determine a plurality of comparison image information, and compare the comparison image information with the on-site construction image information to determine the difference image information;

[0071] A real-time construction model determination unit is used to obtain feature data information of the difference image information, and perform three-dimensional mapping on a plurality of the feature data information to determine a difference feature local model, so as to adjust the preliminary construction model according to the difference feature local model to determine a real-time construction model;

[0072] The real-time construction progress determination unit is used to determine the real-time construction progress according to the real-time construction model, the first construction model and the construction area efficiency information.

[0073] A construction progress difference value determining unit, used to determine the unit construction progress difference value corresponding to each of the construction units according to the real-time construction progress and the theoretical construction progress, and to add up all the unit construction progress difference values ​​and calculate the average to determine the average construction progress difference value;

[0074] The second construction unit group determination unit is used to determine the percentage area range of increase or decrease of the corresponding construction unit according to the unit construction progress difference value and the average construction progress difference value, and then determine the second construction unit group.

[0075] a unit material supply efficiency determination unit, configured to determine the material demand data and unit location information corresponding to each unit according to the second construction unit group, and determine the unit material supply efficiency according to the unit location information;

[0076] The second material trajectory determination unit is used to determine the number and type of the freight vehicles corresponding to the second construction unit group according to the unit material supply efficiency and the material demand data, and determine the transportation order of the freight vehicles according to the construction efficiency corresponding to the second construction unit group to make the construction progress of each construction unit consistent within a single cycle.

[0077] Furthermore, in other embodiments of the present invention, the highway construction management system 200 further includes:

[0078] The construction progress difference value screening module is used to obtain all the unit construction progress difference values ​​after multiple construction unit group divisions, and screen the unit construction difference values ​​according to the real-time construction conditions corresponding to the unit construction progress difference values ​​to determine the corrected construction progress difference values ​​not caused by external factors;

[0079] The algorithm correction module is used to correct the preset evaluation algorithm according to the difference value of the correction construction and the real-time construction status.

[0080] The functions or operation steps implemented when the above modules are executed are substantially the same as those in the above method embodiments, and will not be repeated here.

[0081] Embodiment 3

[0082] Another aspect of the present invention provides an electronic device, see Figure 3, shown is a schematic diagram of an electronic device in the third embodiment of the present invention, including a memory 20, a processor 10, and a computer program 30 stored in the memory and executable on the processor, and when the processor 10 executes the computer program 30, the above-mentioned highway construction management method is implemented.

[0083] In some embodiments, the processor 10 may be a central processing unit (CPU), a controller, a microcontroller, a microprocessor or other data processing chip, used to run program codes or process data stored in the memory 20, such as executing access restriction programs.

[0084] Among them, the memory 20 includes at least one type of readable storage medium, and the readable storage medium includes flash memory, hard disk, multimedia card, card-type memory (for example, SD or DX memory, etc.), magnetic memory, disk, optical disk, etc. The memory 20 may be an internal storage unit of an electronic device in some embodiments, such as a hard disk of the electronic device. The memory 20 may also be an external storage device of an electronic device in other embodiments, such as a plug-in hard disk equipped on the electronic device, a smart memory card (Smart Media Card, SMC), a secure digital (Secure Digital, SD) card, a flash card (FlashCard), etc. Further, the memory 20 may also include both an internal storage unit and an external storage device of the electronic device. The memory 20 may be used not only to store application software and various types of data of the electronic device, but also to temporarily store data that has been output or is to be output.

[0085] It should be pointed out that Figure 3 The structure shown does not constitute a limitation on the electronic device. In other embodiments, the electronic device may include fewer or more components than those shown in the figure, or combine certain components, or arrange the components differently.

[0086] The embodiment of the present invention further provides a computer-readable storage medium on which a computer program is stored. When the program is executed by a processor, the above-mentioned highway construction management method is implemented.

[0087] Those skilled in the art will appreciate that the logic and / or steps represented in the flowchart or otherwise described herein, for example, may be considered as an ordered list of executable instructions for implementing logical functions, and may be embodied in any computer-readable medium for use by an instruction execution system, device or apparatus (such as a computer-based system, a system including a processor, or other system that can fetch instructions from an instruction execution system, device or apparatus and execute instructions), or in conjunction with such instruction execution systems, devices or apparatuses. For purposes of this specification, a "computer-readable medium" may be any device that can contain, store, communicate, propagate or transmit a program for use by an instruction execution system, device or apparatus, or in conjunction with such instruction execution systems, devices or apparatuses.

[0088] More specific examples of computer-readable media (a non-exhaustive list) include the following: an electrical connection with one or more wires (electronic device), a portable computer disk case (magnetic device), a random access memory (RAM), a read-only memory (ROM), an erasable and programmable read-only memory (EPROM or flash memory), an optical fiber device, and a portable compact disk read-only memory (CDROM). In addition, the computer-readable medium may even be a paper or other suitable medium on which the program is printed, since the program may be obtained electronically, for example, by optically scanning the paper or other medium, followed by editing, deciphering or, if necessary, processing in another suitable manner, and then stored in a computer memory.

[0089] It should be understood that the various parts of the present invention can be implemented by hardware, software, firmware or a combination thereof. In the above-mentioned embodiments, a plurality of steps or methods can be implemented by software or firmware stored in a memory and executed by a suitable instruction execution system. For example, if implemented by hardware, as in another embodiment, it can be implemented by any one of the following technologies known in the art or a combination thereof: a discrete logic circuit having a logic gate circuit for implementing a logic function for a data signal, a dedicated integrated circuit having a suitable combination of logic gate circuits, a programmable gate array (PGA), a field programmable gate array (FPGA), etc.

[0090] 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 representations of the above terms do 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.

[0091] The above embodiments only express several implementation methods of the present invention, and the descriptions thereof are relatively specific and detailed, but they cannot be understood as limiting the scope of the present invention. It should be pointed out that, for a person of ordinary skill in the art, several modifications and improvements can be made without departing from the concept of the present invention, and these all belong to the protection scope of the present invention. Therefore, the protection scope of the present invention patent shall be subject to the attached claims.

Claims

1. A highway construction management method, characterized in that: The method comprises, Determine material supply location information and construction area data through construction planning data, wherein the construction area data includes construction area location information and construction area efficiency information corresponding to the construction area location information; Determine the material supply efficiency information corresponding to the construction area location information according to the construction area location information and the material supply location information, and divide the construction area into units according to the material supply efficiency information and the construction area efficiency information to determine a first construction unit group and first logistics trajectory information; The real-time on-site data of the first construction unit group is acquired through a preset detection device to determine the real-time construction progress, and the first construction unit group is adjusted according to the real-time construction progress and the theoretical construction progress to determine the second construction unit group and the second logistics trajectory information.

2. The highway construction management method according to claim 1, characterized in that: The step of dividing the construction area into units according to the material supply efficiency information and the construction area efficiency information to determine the first construction unit group and the first logistics track information comprises: Divide the construction area into units according to the construction area efficiency information to determine a plurality of construction units with the same construction efficiency; Determine the planned freight vehicle data and the material demand data corresponding to the construction unit according to the construction area data; The number and type of freight vehicles corresponding to each construction unit are determined based on the material demand data and the material supply efficiency, and the transportation order of all the freight vehicles is determined based on the construction efficiency to ensure that the construction progress of each construction unit in a single cycle is consistent, thereby determining the first logistics trajectory information.

3. The highway construction management method according to claim 2, characterized in that: The step of determining material supply location information and construction area data through construction planning data includes: Divide the construction area according to the construction planning data to determine a plurality of construction areas of different types and construction drawings corresponding to the construction areas; Determine the first construction model of different stages according to the construction drawings, and determine the theoretical stage construction efficiency corresponding to the first construction model through a preset evaluation algorithm based on the first construction model and the theoretical construction model, and determine the construction area efficiency information according to the theoretical stage construction efficiency.

4. The highway construction management method according to claim 3, characterized in that: The step of acquiring the real-time on-site data of the first construction unit group by a preset detection device to determine the real-time construction progress includes: Acquire on-site construction image information and receive real-time construction report information, and adjust the first construction model to determine a preliminary construction model according to the construction report information; Performing two-dimensional mapping on the preliminary construction model to determine a plurality of comparison image information, and comparing the comparison image information with the on-site construction image information to determine difference image information; Acquire feature data information of the difference image information, and perform three-dimensional mapping on a plurality of the feature data information to determine a difference feature local model, so as to adjust the preliminary construction model according to the difference feature local model to determine a real-time construction model; A real-time construction progress is determined based on the real-time construction model, the first construction model and the construction area efficiency information.

5. The highway construction management method according to claim 4, characterized in that: The step of adjusting the first construction unit group according to the real-time construction progress and the theoretical construction progress to determine the second construction unit group and the second logistics track information comprises: Determine the unit construction progress difference value corresponding to each of the construction units according to the real-time construction progress and the theoretical construction progress, add up all the unit construction progress difference values, and calculate the average to determine the average construction progress difference value; The percentage area range of the increase or decrease of the corresponding construction unit is determined according to the unit construction progress difference value and the average construction progress difference value, and then the second construction unit group is determined.

6. The highway construction management method according to claim 5, characterized in that: The step of determining the percentage area range of increase or decrease of the corresponding construction unit according to the unit construction progress difference value and the average construction progress difference value, and then determining the second construction unit group includes: Determine the material demand data and unit location information corresponding to each unit according to the second construction unit group, and determine the unit material supply efficiency according to the unit location information; The number and type of freight vehicles corresponding to the second construction unit group are determined according to the unit material supply efficiency and the material demand data, and the transportation order of the freight vehicles is determined according to the construction efficiency corresponding to the second construction unit group to ensure that the construction progress of each construction unit is consistent within a single cycle.

7. The highway construction management method according to claim 6, characterized in that: After the step of adjusting the first construction unit group according to the real-time construction progress and the theoretical construction progress to determine the second construction unit group and the second logistics track information, the following steps are performed: Obtain all the unit construction progress difference values ​​after multiple construction unit group divisions, and screen the unit construction difference values ​​according to the real-time construction conditions corresponding to the unit construction progress difference values ​​to determine the corrected construction progress difference values ​​not caused by external factors; The preset evaluation algorithm is corrected according to the correction construction difference value and the real-time construction status.

8. A highway construction management system, characterized in that: Used to implement the highway construction management method according to any one of claims 1 to 7, the system comprises: A construction data determination module, used to determine material supply location information and construction area data through construction planning data, wherein the construction area data includes construction area location information and construction area efficiency information corresponding to the construction area location information; A unit division module, used to determine the material supply efficiency information corresponding to the construction area location information according to the construction area location information and the material supply location information, and to divide the construction area into units according to the material supply efficiency information and the construction area efficiency information to determine a first construction unit group and a first logistics track information; The unit adjustment module is used to obtain the real-time field data of the first construction unit group through a preset detection device to determine the real-time construction progress, and adjust the first construction unit group according to the real-time construction progress and theoretical construction progress to determine the second construction unit group and the second logistics trajectory information.

9. A computer-readable storage medium having a computer program stored thereon, characterized in that: When the program is executed by a processor, the steps of the highway construction management method according to any one of claims 1 to 7 are implemented.

10. An electronic device, characterized in that: The method comprises a memory, a processor and a computer program stored in the memory and executable on the processor. When the processor executes the program, the method for managing highway construction as claimed in any one of claims 1 to 7 is implemented.

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