Construction dynamic deviation correction method and system based on intelligent construction engineering

Abstract

The invention relates to a construction dynamic deviation correction method and system based on intelligent construction engineering, and the method comprises the steps: obtaining and decomposing a construction task of an engineering construction project, carrying out the matching processing of labor resources, obtaining a construction personnel distribution plan, obtaining the actual construction progress of the construction personnel distribution plan, and carrying out the calculation of the actual construction progress. Comparing the actual construction progress with the plan value of the construction personnel allocation plan to obtain construction deviation data, independently modeling each construction part according to the decomposition result of the engineering construction project, and integrating and associating the construction parts according to the construction sequence of the construction tasks to obtain a construction result; and constructing a BIM model of the engineering construction project according to the component association relationship, inputting the construction deviation data into the BIM model to carry out construction deviation work efficiency measurement and calculation, and analyzing a construction project amount corresponding to the construction deviation work efficiency to carry out construction deviation early warning processing so as to obtain construction deviation correction suggestion data. The method has the effect of improving the construction resource allocation rationality in the construction process.

Description

Technical Field

[0001] The present application relates to the technical field of building construction, and in particular to a construction dynamic deviation correction method and system based on intelligent construction engineering. Background Art

[0002] At present, since the construction industry mostly works in an open-air environment, the comfort of the working environment and the living environment of workers is relatively average, resulting in a decrease in the number of construction workers year by year and an increase in the average age, which leads to problems such as a shortage of construction labor and rising labor costs.

[0003] Existing construction management methods usually rely on management personnel to manually manage different construction projects. Management personnel carry out construction management based on their own management experience and management indicators, lack of combination with actual theoretical basis and technical means, and lack of data communication between different construction projects, which can easily lead to waste of labor resource allocation, mismatch between process tasks and labor quantity, difficulty in project recruitment, and instability of facility worker teams. As a result, deviations in the project construction process cannot be discovered and corrected in time, resulting in uncontrollable consequences for the current construction quality and subsequent construction progress. Summary of the Invention

[0004] In order to improve the rationality of construction resource allocation during the construction process, dynamically control the construction process during the construction process, and improve the rigor of control of the construction process, this application provides a construction dynamic correction method and system based on intelligent construction engineering.

[0005] In the first aspect, the above-mentioned invention object of the present application is achieved through the following technical solutions:

[0006] A construction dynamic deviation correction method based on intelligent construction engineering, comprising:

[0007] Obtain and decompose the construction tasks of the engineering construction project, perform labor resource matching on each decomposed construction task, and obtain a construction personnel allocation plan;

[0008] Obtaining the actual construction progress of the construction personnel allocation plan, comparing the actual construction progress with the planned value of the construction personnel allocation plan, and obtaining construction deviation data;

[0009] Model each construction component independently based on the decomposition results of the construction project, integrate and associate the construction components according to the construction sequence between construction tasks, and build a BIM model of the construction project based on the component association relationship;

[0010] The construction deviation data is input into the BIM model to calculate the construction deviation efficiency, and the construction project volume corresponding to the construction deviation efficiency is analyzed to perform construction deviation early warning processing and obtain construction correction suggestion data.

[0011] By adopting the above technical solution, the construction tasks of the engineering construction project are decomposed, and labor resource matching is performed on each decomposed construction task, which is helpful for the reasonable allocation of construction personnel. In the process of construction according to the construction personnel allocation plan, the actual construction progress is compared with the construction plan value planned by the construction personnel, which helps to quickly obtain the construction deviation data of each construction task. Independent modeling is carried out based on the structural characteristics of each construction component, and the components are integrated and associated according to the construction sequence, so as to construct a BIM model of the engineering construction project, which is helpful for the comprehensive management of the engineering construction project. The construction deviation efficiency of the construction deviation data is measured through the BIM model, and construction deviation warning is issued for the construction project volume based on the measurement results, thereby improving the intelligence of construction deviation analysis and warning, and dynamically controlling the construction process during the construction process. The BIM model automatically analyzes the construction deviation and gives the corresponding correction plan, thereby improving the control rigor of the construction process, reducing the error interference of human analysis and management, and correcting the construction deviation in time.

[0012] In a preferred example, the present application can be further configured as follows: the construction deviation data is input into the BIM model to calculate the construction deviation efficiency, and the construction engineering quantity corresponding to the construction deviation efficiency is analyzed to perform construction deviation early warning processing, and obtain construction deviation correction suggestion data, specifically including:

[0013] Comparing the construction deviation data with the construction structure basic value in the BIM model, and performing normal distribution analysis on the construction structure deviation value obtained by comparison to obtain construction deviation distribution data corresponding to the construction structure deviation value;

[0014] According to the construction deviation distribution data, the construction deviation work efficiency of the construction personnel is calculated in combination with the corresponding construction labor consumption and construction project volume, and a construction deviation work efficiency calculation value that does not conform to the construction deviation distribution data is obtained;

[0015] According to the construction deviation work efficiency calculation value, the construction labor allocation and construction progress analysis of the relevant construction deviation engineering quantities are carried out, and the construction deviation engineering quantities are subjected to construction deviation early warning processing according to the analysis results to obtain construction deviation correction suggestion data.

[0016] In a preferred example, the present application may be further configured as follows: the construction deviation work efficiency of the construction personnel is calculated based on the construction deviation distribution data in combination with the corresponding construction labor consumption and construction project volume, and the construction deviation work efficiency calculation value that does not conform to the construction deviation distribution data is obtained, specifically including:

[0017] The construction deviation work efficiency calculation value of the construction personnel is expressed by formula (1), which is as follows:

[0018] ;

[0019] in, It represents the construction deviation efficiency calculation value of the construction personnel. Indicates the construction deviation distribution base value corresponding to the construction deviation distribution data, Indicates the construction time difference between adjacent construction progresses, Indicates the quantity of construction materials used in a building project. Indicates the number of construction workers in the construction project, Indicates the difference in construction materials between adjacent construction progresses. Indicates the difference in construction personnel routes between adjacent construction progresses. Used to indicate construction quantity deviation. Used to indicate construction labor consumption.

[0020] By adopting the above technical solution, the construction deviation data is compared with the basic value of the construction structure in the BIM model, and the construction structure deviation value is obtained according to the comparison result and a normal distribution analysis is performed, thereby obtaining the construction deviation distribution corresponding to the construction structure deviation value. The construction deviation work efficiency of the construction personnel is calculated in combination with the construction labor consumption and construction engineering quantity of the construction task, and the construction work efficiency value that does not conform to the construction deviation distribution data is used as the construction deviation work efficiency calculation value, which helps to reasonably optimize the labor allocation in the actual construction process, thereby analyzing the construction labor allocation and construction progress of the relevant construction deviation engineering quantity, and performing construction deviation early warning processing according to the analysis results, and timely correcting the construction deviation, thereby improving the matching degree between the construction progress and the construction labor, and reducing construction errors.

[0021] In a preferred example, the present application can be further configured as follows: independently modeling each construction component according to the decomposition results of the engineering construction project, integrating and associating the construction components according to the construction sequence between construction tasks, and constructing a BIM model of the engineering construction project based on the component association relationship, specifically including:

[0022] Based on the decomposition results of the construction project, each decomposed construction component is independently modeled and an independent working set of each construction component model is constructed;

[0023] Obtain the decomposed coordinate position between each construction component and the adjacent construction components, combine the construction sequence between the construction tasks, integrate and associate the independent work sets of the adjacent construction component models, and obtain the component association relationship;

[0024] According to the component association relationship, the construction component models are handed over between adjacent construction component models to obtain a BIM model of the engineering construction project.

[0025] In a preferred example, the present application may be further configured as follows: independently modeling each construction component according to the decomposition results of the construction project, integrating and associating the construction components according to the construction sequence between the construction tasks, and constructing a BIM model of the construction project based on the component association relationships, further comprising:

[0026] Analyzing the initial construction schedule of the project based on the construction personnel allocation plan, and attaching the initial construction schedule to the independently modeled construction component models to obtain a multi-level construction schedule;

[0027] Obtaining component construction steps for each construction component, analyzing the construction logic of each construction component in combination with the multi-level construction schedule, and obtaining a component construction logic relationship;

[0028] The actual construction process of each construction component is obtained, and whether there is any construction deviation in the actual construction process according to the logical relationship of the component construction is analyzed, and the construction progress of the relevant construction components is controlled and managed according to the analysis results.

[0029] By adopting the above technical solution, each decomposed construction component is independently modeled according to the decomposition results of the engineering construction project, and an independent working set of each construction component model is constructed, which helps to independently manage and adjust each structural component. Combined with the decomposed coordinate position and construction sequence between adjacent construction components, the independent working set data of adjacent construction component models are integrated and associated to obtain the component association relationship, which helps to improve the data association between adjacent construction components. The model handover between construction components is carried out according to the component association relationship to obtain a BIM model, which helps to more quickly and systematically manage the construction data during the project construction process.

[0030] Secondly, the above-mentioned invention objectives of this application are achieved through the following technical solutions:

[0031] A construction dynamic deviation correction system based on intelligent construction engineering, comprising:

[0032] The resource planning module is used to obtain and decompose the construction tasks of the engineering construction project, perform labor resource matching processing on each decomposed construction task, and obtain the construction personnel allocation plan;

[0033] a data analysis module for obtaining the actual construction progress of the construction personnel allocation plan, comparing the actual construction progress with the planned value of the construction personnel allocation plan, and obtaining construction deviation data;

[0034] The model building module is used to independently model each construction component based on the decomposition results of the engineering construction project, integrate and associate the construction components according to the construction sequence between construction tasks, and build a BIM model of the engineering construction project based on the component association relationship;

[0035] The deviation correction suggestion module is used to input the construction deviation data into the BIM model to calculate the construction deviation efficiency, and analyze the construction project volume corresponding to the construction deviation efficiency to perform construction deviation early warning processing, and obtain construction deviation correction suggestion data.

[0036] By adopting the above technical solution, the construction tasks of the engineering construction project are decomposed, and labor resource matching is performed on each decomposed construction task, which is helpful for the reasonable allocation of construction personnel. In the process of construction according to the construction personnel allocation plan, the actual construction progress is compared with the construction plan value planned by the construction personnel, which helps to quickly obtain the construction deviation data of each construction task. Independent modeling is carried out based on the structural characteristics of each construction component, and the components are integrated and associated according to the construction sequence, so as to construct a BIM model of the engineering construction project, which is helpful for the comprehensive management of the engineering construction project. The construction deviation efficiency of the construction deviation data is measured through the BIM model, and construction deviation warning is issued for the construction project volume based on the measurement results, thereby improving the intelligence of construction deviation analysis and warning, and dynamically controlling the construction process during the construction process. The BIM model automatically analyzes the construction deviation and gives the corresponding correction plan, thereby improving the control rigor of the construction process, reducing the error interference of human analysis and management, and correcting the construction deviation in time.

[0037] Thirdly, the above-mentioned purpose of this application is achieved through the following technical solutions:

[0038] A computer device includes a memory, a processor, and a computer program stored in the memory and executable on the processor. When the processor executes the computer program, the steps of the above-mentioned construction dynamic deviation correction method based on intelligent construction engineering are implemented.

[0039] Fourthly, the above-mentioned purpose of the present application is achieved through the following technical solutions:

[0040] A computer-readable storage medium stores a computer program, which, when executed by a processor, implements the steps of the above-mentioned construction dynamic correction method based on intelligent construction engineering.

[0041] In summary, this application includes at least one of the following beneficial technical effects:

[0042] 1. Decompose the construction tasks of the construction project and match the labor resources for each decomposed construction task, which is conducive to the reasonable allocation of construction personnel. In the process of construction according to the construction personnel allocation plan, the actual construction progress is compared with the construction plan value planned by the construction personnel, which helps to quickly obtain the construction deviation data of each construction task. Independent modeling is carried out based on the structural characteristics of each construction component, and the components are integrated and associated according to the construction sequence, so as to build a BIM model of the construction project, which is conducive to the comprehensive management of the construction project. The construction deviation efficiency of the construction deviation data is calculated through the BIM model, and construction deviation warning is issued for the construction project volume based on the calculation results, which improves the intelligence of construction deviation analysis and warning, and dynamically controls the construction process during the construction process. The BIM model automatically analyzes the construction deviation and gives the corresponding correction plan, which improves the control rigor of the construction process, reduces the error interference of human analysis and management, and corrects the construction deviation in time.

[0043] 2. Compare the construction deviation data with the basic construction structure values ​​in the BIM model, obtain the construction structure deviation value based on the comparison results, and conduct normal distribution analysis to obtain the construction deviation distribution corresponding to the construction structure deviation value. Combined with the construction labor consumption and construction engineering quantity of the construction task, the construction deviation efficiency of the construction personnel is calculated. The construction efficiency value that does not conform to the construction deviation distribution data is used as the construction deviation efficiency calculation value, which helps to reasonably optimize the labor allocation in the actual construction process, thereby analyzing the construction labor allocation and construction progress of the relevant construction deviation engineering quantity. Based on the analysis results, construction deviation early warning processing is carried out, and construction deviations are corrected in a timely manner, thereby improving the matching between the construction progress and the construction labor force, and reducing construction errors.

[0044] 3. Based on the decomposition results of the engineering construction project, each decomposed construction component is independently modeled, and an independent working set of each construction component model is constructed, which helps to independently control and adjust each construction component. Combined with the decomposition coordinate position and construction sequence between adjacent construction components, the independent working set data of adjacent construction component models are integrated and associated to obtain the component association relationship, which helps to improve the data association between adjacent construction components. The models of construction components are handed over according to the component association relationship to obtain a BIM model, which helps to more quickly and systematically control the construction data during the project construction process. BRIEF DESCRIPTION OF THE DRAWINGS

[0045] Figure 1 This is a flow chart for implementing the dynamic deviation correction method for construction based on intelligent construction engineering in this embodiment.

[0046] Figure 2This is a flowchart for implementing step S30 of the construction dynamic deviation correction method based on intelligent construction engineering in this embodiment.

[0047] Figure 3 This is a flowchart for implementing construction control based on the dynamic deviation correction method for intelligent construction engineering in this embodiment.

[0048] Figure 4 This is a flowchart for implementing step S40 of the construction dynamic deviation correction method based on intelligent construction engineering in this embodiment.

[0049] Figure 5 This is a structural block diagram of the construction dynamic correction system based on intelligent construction engineering in this embodiment.

[0050] Figure 6 It is a schematic diagram of the internal structure of a computer device used to implement a dynamic deviation correction method for construction based on intelligent construction engineering. DETAILED DESCRIPTION

[0051] The present application is further described in detail below with reference to the accompanying drawings.

[0052] In one embodiment, if Figure 1 As shown, the present application discloses a construction dynamic deviation correction method based on intelligent construction engineering, which specifically includes the following steps:

[0053] S10: Obtain and decompose the construction tasks of the engineering construction project, perform labor resource matching processing on each decomposed construction task, and obtain a construction personnel allocation plan.

[0054] Specifically, the engineering construction drawings are parsed to obtain the engineering construction projects and the construction tasks of each construction project are decomposed according to the components included in the project. Labor resource matching is performed on each decomposed construction task, and personnel are mainly allocated based on the type and number of construction personnel to obtain a construction personnel allocation plan.

[0055] S20: Obtain the actual construction progress of the construction personnel allocation plan, compare the actual construction progress with the planned value of the construction personnel allocation plan, and obtain construction deviation data.

[0056] Specifically, during the construction of each construction task according to the construction personnel allocation plan, the actual construction progress is obtained by collecting construction videos of the construction site, and the actual construction progress is compared with the construction progress plan value preset in the construction personnel allocation plan to obtain construction deviation data.

[0057] S30: Model each construction component independently based on the decomposition results of the engineering construction project, integrate and associate the construction components based on the construction sequence between construction tasks, and construct a BIM model of the engineering construction project based on the component association relationship.

[0058] Specifically, such as Figure 2 As shown, step S30 includes:

[0059] S301: Based on the decomposition result of the engineering construction project, each decomposed construction component is independently modeled, and an independent working set of each construction component model is constructed.

[0060] Specifically, according to the decomposition results of the engineering construction project, each decomposed construction component is modeled independently, such as columns, beams, walls, slabs, post-cast strips, etc., and independent work sets and filters are established for each. The floor slabs between beams need to be drawn independently and the beams cannot be cut as a whole. Non-continuous slabs need to be split and drawn independently. Floor slabs, beams, walls, and floor decking need to be disconnected at the post-cast strips, etc. Combined with the template files of the drawing software, independent work sets of corresponding construction component models are created.

[0061] S302: Obtain the decomposed coordinate position between each construction component and the adjacent construction components, combine the construction sequence between the construction tasks, integrate and associate the data of the independent work sets of the adjacent construction component models, and obtain the component association relationship.

[0062] Specifically, the decomposed coordinate position between each construction component and the adjacent construction components is obtained, the coordinate origin of each construction component is located, and the independent working sets of adjacent construction component models are data-associated according to the construction sequence between construction tasks to obtain the component association relationship.

[0063] S303: Based on the component association relationship, the construction component models are handed over between adjacent construction component models to obtain a BIM model of the engineering construction project.

[0064] Specifically, based on the component association relationship, the construction component models are handed over and transferred between adjacent construction component models. Combined with the decomposition coordinate origin, the handed over models are accurately positioned, and each construction component model is handed over together to form an integrated building model to obtain the BIM model of the engineering construction project.

[0065] In this embodiment, Figure 3 As shown, S303 also includes:

[0066] S3031: Analyze the initial construction schedule of the project based on the construction personnel allocation plan, and attach the initial construction schedule to the independently modeled construction component model to obtain a multi-level construction schedule.

[0067] Specifically, the initial construction schedule of the project is analyzed based on the construction personnel allocation plan combined with the VICO flow chart system. For example, the daily construction progress and construction progress nodes of the project are analyzed according to the personnel allocation plan. The initial construction schedule is linked to the independently modeled construction model through mapping software to form a multi-level construction schedule that meets the needs of refined construction management and control.

[0068] S3032: Obtain the component construction steps of each construction component, analyze the construction logic of each construction component in combination with the multi-level construction schedule, and obtain the component construction logic relationship.

[0069] Specifically, the construction steps of different structural components, such as beams, columns, walls, and other different construction components, are obtained. Combined with the multi-level construction schedule, the construction logic of each construction component is analyzed, and accurate construction logic relationships are assigned between each construction step, thereby realizing process-level project progress control.

[0070] S3033: Obtain the actual construction process of each construction component, analyze whether there is any construction deviation in the actual construction process based on the component construction logic relationship, and control the construction progress of the relevant construction components based on the analysis results.

[0071] Specifically, the actual construction process of each construction component is obtained, and the difference between the actual construction process and the expected construction plan is analyzed according to the logical relationship of the component construction, so as to determine whether there is a construction deviation in the actual construction process. When there is a construction deviation, the construction progress of the relevant construction components is adjusted and controlled in time.

[0072] S40: Input the construction deviation data into the BIM model to calculate the construction deviation efficiency, analyze the construction project volume corresponding to the construction deviation efficiency, perform construction deviation early warning processing, and obtain construction deviation correction suggestion data.

[0073] Specifically, such as Figure 4 As shown, step S40 includes:

[0074] S401: Compare the construction deviation data with the construction structure basic value in the BIM model, and perform normal distribution analysis on the construction structure deviation value obtained by comparison to obtain construction deviation distribution data corresponding to the construction structure deviation value.

[0075] Specifically, the construction deviation data is compared with the construction structure basic value in the BIM model, the construction structure deviation value is determined based on the comparison result, and the construction structure deviation value is subjected to normal distribution analysis. According to the analysis result, the construction deviation distribution corresponding to the construction structure deviation value is obtained.

[0076] S402: Calculate the construction deviation work efficiency of construction personnel based on the construction deviation distribution data in combination with the corresponding construction labor consumption and construction project volume, and obtain a construction deviation work efficiency calculation value that does not conform to the construction deviation distribution data.

[0077] Specifically, by collecting actual progress and labor consumption data on site every day, combining the actual construction volume to calculate on-site work efficiency values, and comparing them with the basic work efficiency values ​​in the BIM model, we can screen out problematic work efficiency values ​​that do not conform to the construction deviation distribution. Combined with the corresponding construction labor consumption and the construction volume of each component, we can further calculate the construction deviation work efficiency value and obtain the construction deviation work efficiency measurement value.

[0078] Specifically, step S402 further includes:

[0079] The construction deviation work efficiency calculation value of the construction personnel is expressed by formula (1), which is as follows:

[0080] ;

[0081] in, It represents the construction deviation efficiency calculation value of the construction personnel. Indicates the construction deviation distribution base value corresponding to the construction deviation distribution data, Indicates the construction time difference between adjacent construction progresses, Indicates the quantity of construction materials used in a building project. Indicates the number of construction workers in the construction project, Indicates the difference in construction materials between adjacent construction progresses. Indicates the difference in construction personnel routes between adjacent construction progresses. Used to indicate construction quantity deviation. Used to indicate construction labor consumption.

[0082] S403: Based on the construction deviation work efficiency calculation value, the construction labor allocation and construction progress analysis of the relevant construction deviation project quantities are carried out, and construction deviation early warning processing is carried out on the construction deviation project quantities based on the analysis results to obtain construction deviation correction suggestion data.

[0083] Specifically, based on the construction deviation work efficiency measurement value, the construction positioning of the relevant construction deviation projects is carried out, and the construction labor allocation and construction progress analysis of the construction deviation project volume are carried out. For example, if the actual construction progress deviates from the expected construction progress plan, the construction labor allocation deviates from the construction labor allocation plan, etc., the construction deviation project volume is given a construction deviation warning based on the analysis results, and the progress analysis report of the on-site construction is pushed to the management office in time, so as to obtain construction correction suggestion data.

[0084] It should be understood that the size of the serial numbers of the steps in the above embodiments does not mean the order of execution. The execution order of each process should be determined by its function and internal logic, and should not constitute any limitation on the implementation process of the embodiments of this application.

[0085] In one embodiment, a construction dynamic correction system based on intelligent construction engineering is provided. The construction dynamic correction system based on intelligent construction engineering corresponds one-to-one with the construction dynamic correction method based on intelligent construction engineering in the above embodiment. Figure 5 As shown in Figure 1, the construction dynamic correction system based on intelligent construction engineering includes a resource planning module, a data analysis module, a model building module, and a correction suggestion module. The detailed description of each functional module is as follows:

[0086] The resource planning module is used to obtain and decompose the construction tasks of the engineering construction project, perform labor resource matching on each decomposed construction task, and obtain a construction personnel allocation plan.

[0087] The data analysis module is used to obtain the actual construction progress of the construction personnel allocation plan, compare the actual construction progress with the planned value of the construction personnel allocation plan, and obtain construction deviation data.

[0088] The model building module is used to independently model each construction component according to the decomposition results of the engineering construction project, integrate and associate the construction components according to the construction sequence between construction tasks, and build a BIM model of the engineering construction project based on the component association relationship.

[0089] The deviation correction suggestion module is used to input the construction deviation data into the BIM model to calculate the construction deviation efficiency, analyze the construction project volume corresponding to the construction deviation efficiency, perform construction deviation early warning processing, and obtain construction deviation correction suggestion data.

[0090] Preferably, the correction suggestion module specifically includes:

[0091] The deviation analysis submodule is used to compare the construction deviation data with the construction structure basic value in the BIM model, and perform normal distribution analysis on the construction structure deviation value obtained by comparison to obtain the construction deviation distribution data corresponding to the construction structure deviation value.

[0092] The data calculation submodule is used to calculate the construction deviation work efficiency of construction personnel based on the construction deviation distribution data, combined with the corresponding construction labor consumption and construction project volume, and obtain the construction deviation work efficiency calculation value that does not conform to the construction deviation distribution data.

[0093] The deviation warning submodule is used to perform construction labor allocation and construction progress analysis on the relevant construction deviation engineering quantities based on the construction deviation work efficiency measurement value, and to perform construction deviation warning processing on the construction deviation engineering quantities based on the analysis results to obtain construction correction suggestion data.

[0094] Preferably, the data calculation submodule specifically includes:

[0095] The construction deviation work efficiency calculation value of the construction personnel is expressed by formula (1), which is as follows:

[0096] ;

[0097] in, It represents the construction deviation efficiency calculation value of the construction personnel. Indicates the construction deviation distribution base value corresponding to the construction deviation distribution data, Indicates the construction time difference between adjacent construction progresses, Indicates the quantity of construction materials used in a building project. Indicates the number of construction workers in the construction project, Indicates the difference in construction materials between adjacent construction progresses. Indicates the difference in construction personnel routes between adjacent construction progresses. Used to indicate construction quantity deviation. Used to indicate construction labor consumption.

[0098] Preferably, the model building module specifically includes:

[0099] The component modeling submodule is used to independently model each decomposed construction component according to the decomposition results of the engineering construction project, and to construct an independent working set of each construction component model.

[0100] The data integration submodule is used to obtain the decomposed coordinate position between each construction component and the adjacent construction components, and integrate and associate the data of the independent working sets of adjacent construction component models in combination with the construction sequence between construction tasks to obtain the component association relationship.

[0101] The model building submodule is used to carry out the handover processing of construction component models between adjacent construction component models according to the component association relationship to obtain the BIM model of the engineering construction project.

[0102] Preferably, the model building module further includes:

[0103] The construction planning submodule is used to analyze the initial construction schedule of the engineering project based on the construction personnel allocation plan, and to link the initial construction schedule to the independently modeled construction component model to obtain a multi-level construction schedule.

[0104] The logic analysis submodule is used to obtain the component construction steps of each construction component, analyze the construction logic of each construction component in combination with the multi-level construction schedule, and obtain the component construction logical relationship.

[0105] The progress control submodule is used to obtain the actual construction process of each construction component, analyze whether there is any construction deviation in the actual construction process based on the logical relationship of component construction, and control the construction progress of the relevant construction components based on the analysis results.

[0106] Regarding the specific definition of the construction dynamic correction system based on the intelligent construction project, please refer to the definition of the construction dynamic correction method based on the intelligent construction project above, which will not be repeated here. The various modules in the above-mentioned construction dynamic correction system based on the intelligent construction project can be implemented in whole or in part through software, hardware and their combination. The above-mentioned modules can be embedded in or independent of the processor in the computer device in the form of hardware, or can be stored in the memory of the computer device in the form of software, so that the processor can call and execute the operations corresponding to the above modules.

[0107] In one embodiment, a computer device is provided. The computer device may be a server, and its internal structure diagram may be as follows: Figure 6 As shown. The computer device includes a processor, a memory, a network interface and a database connected via a system bus. The processor of the computer device is used to provide computing and control capabilities. The memory of the computer device includes a non-volatile storage medium and an internal memory. The non-volatile storage medium stores an operating system, a computer program and a database. The internal memory provides an environment for the operation of the operating system and the computer program in the non-volatile storage medium. The database of the computer device is used to store construction correction data during the construction process. The network interface of the computer device is used to communicate with an external terminal via a network connection. When the computer program is executed by the processor, a construction dynamic correction method based on an intelligent construction project is implemented.

[0108] In one embodiment, a computer-readable storage medium is provided, on which a computer program is stored. When the computer program is executed by a processor, the steps of a construction dynamic correction method based on intelligent construction engineering are implemented.

[0109] Those skilled in the art will understand that all or part of the processes in the above-mentioned embodiments can be implemented by instructing the relevant hardware through a computer program. The computer program can be stored in a non-volatile computer-readable storage medium. When the computer program is executed, it can include the processes of the embodiments of the above-mentioned methods. Among them, any reference to memory, storage, database or other media used in the embodiments provided in this application may include non-volatile and / or volatile memory. Non-volatile memory may include read-only memory (ROM), programmable ROM (PROM), electrically programmable ROM (EPROM), electrically erasable programmable ROM (EEPROM) or flash memory. Volatile memory may include random access memory (RAM) or external cache memory. By way of illustration and not limitation, RAM is available in many forms such as static RAM (SRAM), dynamic RAM (DRAM), synchronous DRAM (SDRAM), double data rate SDRAM (DDRSDRAM), enhanced SDRAM (ESDRAM), Synchronous Link DRAM (SLDRAM), Rambus direct RAM (RDRAM), direct memory bus dynamic RAM (DRDRAM), and memory bus dynamic RAM (RDRAM), etc.

[0110] Those skilled in the art will clearly understand that for the sake of convenience and brevity in description, only the division of the above-mentioned functional units and modules is used as an example. In actual applications, the above-mentioned functions can be distributed and completed by different functional units and modules as needed, that is, the internal structure of the system can be divided into different functional units or modules to complete all or part of the functions described above.

[0111] The above-described embodiments are only used to illustrate the technical solutions of the present application, rather than to limit them. Although the present application has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or make equivalent replacements for some of the technical features therein. These modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the various embodiments of the present application, and should all be included in the scope of protection of the present application.

Claims

1. A construction dynamic deviation correction method based on intelligent construction engineering, characterized in that: include: Obtain and decompose the construction tasks of the engineering construction project, perform labor resource matching on each decomposed construction task, and obtain a construction personnel allocation plan; Obtaining the actual construction progress of the construction personnel allocation plan, comparing the actual construction progress with the planned value of the construction personnel allocation plan, and obtaining construction deviation data; Model each construction component independently based on the decomposition results of the construction project, integrate and associate the construction components according to the construction sequence between construction tasks, and build a BIM model of the construction project based on the component association relationship; The construction deviation data is input into the BIM model to calculate the construction deviation efficiency, and the construction project volume corresponding to the construction deviation efficiency is analyzed to perform construction deviation early warning processing and obtain construction correction suggestion data.

2. The construction dynamic deviation correction method based on intelligent construction engineering according to claim 1 is characterized in that: The construction deviation data is input into the BIM model to calculate the construction deviation efficiency, and the construction engineering quantity corresponding to the construction deviation efficiency is analyzed to perform construction deviation early warning processing, and obtain construction correction suggestion data, which specifically includes: Comparing the construction deviation data with the construction structure basic value in the BIM model, and performing normal distribution analysis on the construction structure deviation value obtained by comparison to obtain construction deviation distribution data corresponding to the construction structure deviation value; According to the construction deviation distribution data, the construction deviation work efficiency of the construction personnel is calculated in combination with the corresponding construction labor consumption and construction project volume, and a construction deviation work efficiency calculation value that does not conform to the construction deviation distribution data is obtained; According to the construction deviation work efficiency calculation value, the construction labor allocation and construction progress analysis of the relevant construction deviation engineering quantities are carried out, and the construction deviation engineering quantities are subjected to construction deviation early warning processing according to the analysis results to obtain construction deviation correction suggestion data.

3. The construction dynamic deviation correction method based on intelligent construction engineering according to claim 2 is characterized in that: The construction deviation work efficiency of the construction personnel is calculated based on the construction deviation distribution data in combination with the corresponding construction labor consumption and construction project volume, and the construction deviation work efficiency calculation value that does not conform to the construction deviation distribution data is obtained, specifically including: The construction deviation work efficiency calculation value of the construction personnel is expressed by formula (1), which is as follows: ； in, It represents the construction deviation efficiency calculation value of the construction personnel. Indicates the construction deviation distribution base value corresponding to the construction deviation distribution data, Indicates the construction time difference between adjacent construction progresses, Indicates the quantity of construction materials used in a building project. Indicates the number of construction workers in the construction project, Indicates the difference in construction materials between adjacent construction progresses. Indicates the difference in construction personnel routes between adjacent construction progresses. Used to indicate construction quantity deviation. Used to indicate construction labor consumption.

4. The construction dynamic deviation correction method based on intelligent construction engineering according to claim 1 is characterized in that: The method of independently modeling each construction component based on the decomposition results of the engineering construction project, integrating and associating the construction components according to the construction sequence between construction tasks, and constructing the BIM model of the engineering construction project based on the component association relationship specifically includes: Based on the decomposition results of the construction project, each decomposed construction component is independently modeled and an independent working set of each construction component model is constructed; Obtain the decomposed coordinate position between each construction component and the adjacent construction components, combine the construction sequence between the construction tasks, integrate and associate the independent work sets of the adjacent construction component models, and obtain the component association relationship; According to the component association relationship, the construction component models are handed over between adjacent construction component models to obtain a BIM model of the engineering construction project.

5. The construction dynamic deviation correction method based on intelligent construction engineering according to claim 4 is characterized in that: The method of independently modeling each construction component according to the decomposition results of the engineering construction project, integrating and associating the construction components according to the construction sequence between the construction tasks, and constructing the BIM model of the engineering construction project based on the component association relationship also includes: Analyzing the initial construction schedule of the project based on the construction personnel allocation plan, and attaching the initial construction schedule to the independently modeled construction component models to obtain a multi-level construction schedule; Obtaining component construction steps for each construction component, analyzing the construction logic of each construction component in combination with the multi-level construction schedule, and obtaining a component construction logic relationship; The actual construction process of each construction component is obtained, and whether there is any construction deviation in the actual construction process according to the logical relationship of the component construction is analyzed, and the construction progress of the relevant construction components is controlled and managed according to the analysis results.

6. A construction dynamic correction system based on intelligent construction engineering, characterized in that: include: The resource planning module is used to obtain and decompose the construction tasks of the engineering construction project, perform labor resource matching processing on each decomposed construction task, and obtain the construction personnel allocation plan; a data analysis module for obtaining the actual construction progress of the construction personnel allocation plan, comparing the actual construction progress with the planned value of the construction personnel allocation plan, and obtaining construction deviation data; The model building module is used to independently model each construction component based on the decomposition results of the engineering construction project, integrate and associate the construction components according to the construction sequence between construction tasks, and build a BIM model of the engineering construction project based on the component association relationship; The deviation correction suggestion module is used to input the construction deviation data into the BIM model to calculate the construction deviation efficiency, and analyze the construction project volume corresponding to the construction deviation efficiency to perform construction deviation early warning processing, and obtain construction deviation correction suggestion data.

7. 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 steps of the construction dynamic correction method based on intelligent construction engineering as described in any one of claims 1 to 5 are implemented.

8. A computer-readable storage medium storing a computer program, characterized in that: When the computer program is executed by a processor, the steps of the construction dynamic correction method based on intelligent construction engineering as described in any one of claims 1 to 5 are implemented.

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