CN115658695A - Intelligent management form generation method based on construction engineering project - Google Patents
Intelligent management form generation method based on construction engineering project Download PDFInfo
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- CN115658695A CN115658695A CN202211400410.6A CN202211400410A CN115658695A CN 115658695 A CN115658695 A CN 115658695A CN 202211400410 A CN202211400410 A CN 202211400410A CN 115658695 A CN115658695 A CN 115658695A
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Abstract
The invention relates to the technical field of building engineering management forms, and particularly discloses a management form intelligent generation method based on a building engineering project.
Description
Technical Field
The invention belongs to the technical field of construction engineering management forms, and relates to an intelligent management form generation method based on construction engineering projects.
Background
The management form of the construction project is one of the essential materials in the construction management of the construction project, and the construction condition of the construction project can be better known according to the construction data in the management form of the construction project, so that the data in the management form needs to be analyzed before the construction project management form is generated.
At present, the main mode for analyzing data in the management form of the construction engineering project is manual comparative analysis, and it is obvious that the analysis mode has the following problems: 1. the work load and the work burden of the staff are greatly increased through manual analysis, the reliability and the authenticity of the analysis result of the follow-up construction condition cannot be guaranteed, meanwhile, the construction condition of the construction engineering cannot be accurately displayed, the construction efficiency and the service condition of construction materials in the construction process cannot be effectively guaranteed, and the cost of the construction engineering in the construction process cannot be reduced.
2. The construction progress of the building engineering is related to the number and age of constructors and the weather of construction days, the construction progress analysis of the building engineering at present is only carried out through analyzing the construction duration, the multi-dimensional analysis of the construction progress of the building engineering cannot be realized, the accuracy and the objectivity of the construction progress analysis result of the building engineering cannot be effectively guaranteed, and meanwhile reliable data cannot be provided for the analysis of the construction condition of the follow-up building engineering.
Disclosure of Invention
The invention aims to provide an intelligent management form generation method based on a construction engineering project, which solves the problems in the background technology.
The purpose of the invention can be realized by the following technical scheme: the intelligent management form generating method based on the construction engineering project comprises the following steps: the method comprises the following steps of I, uploading construction project information: and the appointed constructor uploads construction project information and appointed constructor names corresponding to all construction projects in the appointed building through the appointed management form management platform.
Step two, analyzing the influence of constructors: and analyzing the construction progress influence factors corresponding to the constructors in each construction project based on the construction project information corresponding to each construction project.
Step three, weather influence analysis: and acquiring meteorological information of each construction project corresponding to each time period in each construction day, and analyzing construction progress influence factors corresponding to the meteorology in each construction project, wherein the meteorological information comprises air temperature and weather state.
Step four, analyzing the progress of the construction project: and analyzing the construction progress conforming coefficients corresponding to the construction projects based on the construction project information corresponding to the construction projects.
Step five, analyzing construction project materials: and analyzing the construction material type corresponding to each construction project based on the construction project information corresponding to each construction project, and further analyzing the use condition of the construction material corresponding to each construction project.
Step six, analyzing the quantity of construction project materials: and acquiring the purchase quantity and the residual quantity corresponding to each construction material type in the specified building from the warehouse management center, and further analyzing the quantity conformity coefficient corresponding to the construction material type in the specified building.
Step seven, comprehensive analysis and confirmation of construction projects: and analyzing and confirming the comprehensive construction requirement corresponding to the specified building.
Step eight, generating a construction project management form: and when the comprehensive construction requirement corresponding to the specified building meets the construction standard, generating a construction project management form.
Ninth, construction nonstandard early warning: and when the comprehensive construction requirement corresponding to the specified building does not meet the construction standard, sending the name of the specified constructor to a specified building management center, and performing early warning prompt.
Optionally, the construction project information corresponding to each construction project includes construction specifications, construction time, construction completion time, the number of constructors, the age of each constructor, each construction material type, and the consumption number corresponding to each construction material type corresponding to each construction project.
Optionally, the construction progress influence factor corresponding to the constructor in each construction project is analyzed, and the specific analysis process is as follows: and comparing the age of each constructor in each construction project with each preset age interval to obtain the age interval corresponding to each constructor in each construction project, further comparing the age interval corresponding to each constructor in each construction project with the workload corresponding to each age interval stored in the construction management database to obtain the workload corresponding to each constructor in each construction project, and further accumulating and counting to obtain the workload corresponding to each construction project.
And acquiring the number of preset constructors and the age interval of the preset constructors corresponding to each construction project from the construction management database, and analyzing to obtain the reference comprehensive workload corresponding to each construction project according to the workload analysis mode corresponding to each construction project.
Substituting the number of constructors corresponding to each construction project and the workload corresponding to each constructor into a calculation formula
In the method, the construction progress influence factor corresponding to the constructor in each construction project is obtained
Wherein N is i 、Q i The number of constructors, the workload, N, corresponding to the ith construction project i ′、Q i ' Preset constructor quantity, reference comprehensive workload, epsilon corresponding to the ith construction project 1 、ε 2 The weighting factors are respectively corresponding to the set quantity of constructors and the set workload, i represents a number corresponding to each construction project, and i =1,2.
Optionally, the analysis of the construction progress influence factor corresponding to the weather in each construction project includes the following specific analysis processes: the air temperature of each time period in each construction day corresponding to each construction project is compared with a preset proper construction air temperature interval, if the air temperature of a certain time period in a certain construction day corresponding to a certain construction project is larger than the upper limit value of the preset proper construction air temperature interval or smaller than the lower limit value of the preset proper construction air temperature interval, the air temperature of the time period in the construction day corresponding to the construction project is judged to be not suitable for construction, otherwise, the air temperature of the time period in the construction day corresponding to the construction project is judged to be suitable for construction, the construction suitability condition of the air temperature of each time period in each construction day corresponding to each construction project is judged in the mode, and therefore the time length corresponding to the air temperature of each construction day in each construction project which is suitable for construction is counted.
The weather state of each time period in each construction day corresponding to each construction project is compared with a preset unsuitable construction weather state set, if the weather state of a certain time period in a certain construction day corresponding to a certain construction project is the same as the unsuitable construction weather state in the preset unsuitable construction weather state set, the weather state of the time period in the construction day corresponding to the construction project is judged to be unsuitable for construction, otherwise, the weather state of the time period in the construction day corresponding to the construction project is judged to be suitable for construction, the construction suitability condition of the weather state of each time period in each construction day corresponding to each construction project is judged in the mode, and therefore the duration corresponding to the weather state suitable for construction in each construction day in each construction project is counted.
According to a calculation formula
Obtaining a construction progress influence factor alpha corresponding to the weather in each construction project i Wherein T is i j 、T i ′ j Respectively showing the time length corresponding to the j construction day temperature suitable for construction and the time length corresponding to the weather condition suitable for construction in the ith construction project, wherein T is the construction time length corresponding to the set construction day, and gamma 1 、γ 2 And correction factors corresponding to the set construction time length suitable for the air temperature and the set construction time length suitable for the weather state respectively, wherein eta is a correction factor corresponding to the set meteorological construction progress influence factor, j represents a number corresponding to each construction day, and j =1,2.
Optionally, the construction progress coincidence coefficient corresponding to each construction project is analyzed, and the specific analysis process is as follows: according to the construction time and the construction completion time corresponding to each construction project, the construction duration corresponding to each construction project is obtained, meanwhile, the preset construction duration corresponding to each construction project is obtained from a construction management database, and then the calculation formula is used for calculating the preset construction duration corresponding to each construction project
Obtaining the construction progress coincidence coefficient beta corresponding to each construction project i Wherein Δ T i 、ΔT i ' respectively represents the construction time length and the preset construction time length corresponding to the ith construction project, and lambda is a weight factor corresponding to the set construction progress coincidence coefficient.
Optionally, the analysis is performed on the construction material type corresponding to each construction project, and the specific analysis process is as follows: the construction method comprises the steps of obtaining construction specifications corresponding to historical construction projects and historical construction material types from a construction management database, comparing the construction specifications corresponding to the construction projects with the construction specifications corresponding to the historical construction projects, judging the historical construction projects to be reference construction projects corresponding to the construction projects if the construction specifications corresponding to the construction projects are the same as the construction specifications corresponding to the historical construction projects, obtaining the reference construction projects corresponding to the construction projects in the mode, extracting the preset construction material types corresponding to the construction projects from the construction management database, and obtaining a reference construction material type set corresponding to the construction projects based on the preset construction material types corresponding to the construction projects and the reference construction projects.
And comparing each construction material type corresponding to each construction project with the reference construction material type set thereof, and if each construction material type corresponding to a certain construction project is in the reference construction material type set thereof, using the conformity coefficient a1 for the construction material type corresponding to the construction project.
And if the construction material type corresponding to a certain construction project is different from each reference construction material type in the reference construction material type set, judging that the construction material type corresponding to the construction project is an unqualified construction material type, and recording the use conformity coefficient of the construction material type corresponding to the construction project as a2.
Obtaining the construction material type corresponding to each construction project in the mode by using the coincidence coefficient delta i Wherein δ i And taking the value as a1 or a2, wherein a1 is larger than a2, and counting the number of unqualified construction material types corresponding to each construction project.
Optionally, the service conditions of the construction materials corresponding to each construction project are analyzed, and the specific analysis process is as follows: and extracting the consumption quantity of each construction material type corresponding to each historical construction project and the preset consumption quantity of each preset construction material type corresponding to each construction project from the construction management database, and further calculating to obtain the reference consumption quantity difference of each construction material type corresponding to each construction project through the difference value.
According to a calculation formula
Obtaining the construction material use conforming coefficient phi corresponding to each construction project i Wherein W is i u 、W i ′ u 、ΔW i u Respectively representing the consumption quantity, the preset consumption quantity and the reference consumption quantity difference corresponding to the u construction material type in the i construction project, g i 、g i ' respectively represents the number of types of construction materials, the number of types of unqualified construction materials and mu corresponding to the ith construction project 1 、μ 2 And using a coincidence coefficient for the set construction material type and a weighting factor corresponding to the coincidence coefficient for the construction material type consumption quantity, wherein u represents a number corresponding to each construction material type, and u =1,2.
Optionally, the number coincidence coefficient corresponding to the type of the construction material in the specified building is analyzed, and the specific analysis process is as follows: and obtaining the consumption quantity corresponding to each construction material type in the appointed building through accumulation calculation based on the consumption quantity corresponding to each construction material type in each construction project.
Substituting the purchase quantity, the residual quantity and the consumption quantity corresponding to each construction material type in the specified building into a calculation formula
Obtaining a quantity coincidence coefficient corresponding to the type of the construction material in the specified building
Wherein W u 、W u ′、W u "respectively indicates the purchase quantity, the residual quantity and the consumption quantity corresponding to the u-th construction material type in the specified building, and sigma is a correction factor corresponding to the set quantity coincidence coefficient.
Optionally, the analysis is performed on the comprehensive construction requirement corresponding to the specified building, and the specific analysis process is as follows: will be applied to a specified buildingThe quantity corresponding to the type of the work material conforms to the coefficient
The construction progress corresponding to each construction project conforms to the coefficient beta i Is in accordance with the coefficient phi of construction material use i Substituting into a calculation formula
Obtaining a comprehensive construction requirement corresponding to the specified building according to a coefficient psi, wherein tau 1 、τ 2 、τ 3 And respectively using weight factors corresponding to the coincidence coefficients for the set construction material type quantity coincidence coefficients, the construction project construction progress coincidence coefficients and the construction project construction materials.
Optionally, the comprehensive construction requirement corresponding to the specified building is confirmed, and a specific confirmation process is as follows: and comparing the comprehensive construction requirement conforming coefficient corresponding to the specified building with the set standard comprehensive construction requirement conforming coefficient, if the comprehensive construction requirement conforming coefficient corresponding to the specified building is greater than or equal to the standard comprehensive construction requirement conforming coefficient, judging that the comprehensive construction requirement corresponding to the specified building conforms to the construction standard, otherwise, judging that the comprehensive construction requirement corresponding to the specified building does not conform to the construction standard.
Compared with the prior art, the invention has the following beneficial effects: 1. according to the intelligent generation method of the management form based on the building engineering project, provided by the invention, the construction project information in the construction project management form is analyzed, so that the problems existing in the current manual analysis are effectively solved, the intelligent and automatic analysis and generation of the construction project management form are realized, a reliable basis is provided for the subsequent construction project management, and meanwhile, the construction efficiency and the construction cost of the building are effectively ensured.
2. According to the method, the number and the age of the constructors are analyzed in the influence analysis of the constructors, so that the influence of the number and the age of the constructors on the construction progress is effectively displayed, and reliable data are provided for the subsequent construction progress analysis.
3. The invention analyzes the weather information of the construction day in the construction project in the weather influence analysis, truly reflects the influence of weather on the construction progress, and simultaneously improves the authenticity of the analysis result of the subsequent construction progress.
4. According to the construction progress analysis method, the construction progress of each construction project is analyzed in the construction project progress analysis, so that the construction progress of the construction project is effectively known, the construction efficiency of the construction project is guaranteed, and the construction cost of the construction project is also guaranteed to a certain extent.
5. According to the construction material analysis method, the construction materials of all the construction projects are analyzed in the construction project material analysis, so that the consumption of the construction materials in the construction projects in the construction process is effectively guaranteed, the use qualification of the construction materials in the construction process is greatly guaranteed, and the economic loss in the construction process is reduced.
6. According to the invention, the purchase quantity and the residual quantity of the construction materials are analyzed in the material quantity analysis of the construction project, so that the qualification of the quantity of the construction materials is effectively ensured, the loss of the construction materials in the construction process is reduced, and the property safety in the construction process is improved to a certain extent.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic flow chart of the method of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1, the method for intelligently generating a management form based on a construction project includes the following steps: the method comprises the following steps of I, uploading construction project information: and the appointed constructor uploads construction project information and appointed constructor names corresponding to all construction projects in the appointed building through an appointed management form management platform.
In a specific embodiment, the construction item information corresponding to each construction item includes construction specification, construction time, construction completion time, number of constructors, age of each constructor, type of each construction material, and consumption amount corresponding to each type of construction material corresponding to each construction item.
The construction specifications corresponding to the construction project include, but are not limited to, construction length, construction width, and construction thickness.
Step two, analyzing the influence of constructors: and analyzing the construction progress influence factors corresponding to the constructors in each construction project based on the construction project information corresponding to each construction project.
In a specific embodiment, the analysis of the construction progress influence factor corresponding to the constructor in each construction project is performed in the following specific analysis process: and comparing the age of each constructor in each construction project with each preset age interval to obtain the age interval corresponding to each constructor in each construction project, further comparing the age interval corresponding to each constructor in each construction project with the workload corresponding to each age interval stored in the construction management database to obtain the workload corresponding to each constructor in each construction project, and further accumulating and counting to obtain the workload corresponding to each construction project.
And acquiring the number of preset constructors and the age interval of the preset constructors corresponding to each construction project from the construction management database, and analyzing to obtain the reference comprehensive workload corresponding to each construction project according to the workload analysis mode corresponding to each construction project.
Constructors corresponding to each construction projectThe quantity and the workload corresponding to each constructor are substituted into a calculation formula
In the method, construction progress influence factors corresponding to constructors in each construction project are obtained
Wherein N is i 、Q i The number of constructors, the workload, N, corresponding to the ith construction project i ′、Q i ' Preset constructor quantity, reference comprehensive workload, epsilon corresponding to the ith construction project 1 、ε 2 And the weighting factors are respectively corresponding to the set quantity of the constructors and the set workload, i represents the number corresponding to each construction project, and i =1,2.
In the above, when the construction progress influence factor corresponding to the constructor in each construction project is larger, it indicates that the influence of the constructor in each construction project on the construction progress is smaller.
According to the method, the number and the age of the constructors are analyzed in the influence analysis of the constructors, so that the influence of the number and the age of the constructors on the construction progress is effectively displayed, and reliable data are provided for the subsequent construction progress analysis.
Step three, weather influence analysis: and acquiring meteorological information of each construction project corresponding to each time period in each construction day, and analyzing construction progress influence factors corresponding to the meteorology in each construction project, wherein the meteorological information comprises air temperature and weather state.
The weather conditions include sunny days, rainfall, heavy fog, and the like.
In a specific embodiment, the weather information of each time period in each construction day corresponding to each construction project is obtained, and the specific obtaining process is as follows: and acquiring each construction day corresponding to each construction project according to the construction time and the construction completion time corresponding to each construction project, further dividing the construction day corresponding to each construction project into each time period according to a preset time interval, thereby acquiring each time period corresponding to each construction day for each construction project, acquiring the weather information of each time period corresponding to each construction project in each construction day from a construction management database, and acquiring the weather information of each time period corresponding to each construction project in each construction day.
In another specific embodiment, the analyzing of the construction progress influence factor corresponding to the weather in each construction project includes the following specific analysis processes: the air temperature of each time period in each construction day corresponding to each construction project is compared with a preset proper construction air temperature interval, if the air temperature of a certain time period in a certain construction day corresponding to a certain construction project is larger than the upper limit value of the preset proper construction air temperature interval or smaller than the lower limit value of the preset proper construction air temperature interval, the air temperature of the time period in the construction day corresponding to the construction project is judged to be not suitable for construction, otherwise, the air temperature of the time period in the construction day corresponding to the construction project is judged to be suitable for construction, the construction suitability condition of the air temperature of each time period in each construction day corresponding to each construction project is judged in the mode, and therefore the time length corresponding to the air temperature of each construction day in each construction project which is suitable for construction is counted.
Comparing the weather state of each time period in each construction day corresponding to each construction project with a preset unsuitable construction weather state set, if the weather state of a certain time period in a certain construction day corresponding to a certain construction project is the same as the unsuitable construction weather state of a certain preset unsuitable construction weather state set, judging that the weather state of the time period in the construction day corresponding to the construction project is unsuitable for construction, otherwise judging that the weather state of the time period in the construction day corresponding to the construction project is suitable for construction, and judging the construction suitability condition of the weather state of each time period in each construction day corresponding to each construction project in the mode, thereby counting the time length corresponding to the weather state suitable for construction of each construction day in each construction project.
According to a calculation formula
Obtaining a construction progress influence factor alpha corresponding to the weather in each construction project i Wherein T is i j 、T i ′ j Respectively shows the proper construction correspondence of the j construction day temperature in the i construction projectThe time length and the weather state of the construction are suitable for corresponding time length of construction, T is the construction time length corresponding to the set construction day, and gamma 1 、γ 2 And correction factors corresponding to the set construction time length suitable for the air temperature and the set construction time length suitable for the weather state respectively, wherein eta is a correction factor corresponding to the set meteorological construction progress influence factor, j represents a number corresponding to each construction day, and j =1,2.
In the above, when the construction progress influence factor corresponding to the weather in each construction project is larger, it indicates that the influence of the weather in each construction project on the construction progress is smaller.
The invention analyzes the weather information of the construction day in the construction project in the weather influence analysis, truly reflects the influence of weather on the construction progress, and simultaneously improves the authenticity of the analysis result of the subsequent construction progress.
Step four, analyzing the progress of the construction project: and analyzing the construction progress conforming coefficients corresponding to the construction projects based on the construction project information corresponding to the construction projects.
In a specific embodiment, the analysis of the construction progress conformity coefficient corresponding to each construction project is performed in the following specific analysis process: according to the construction time and the construction completion time corresponding to each construction project, the construction duration corresponding to each construction project is obtained, meanwhile, the preset construction duration corresponding to each construction project is obtained from a construction management database, and then the calculation formula is used for calculating the preset construction duration corresponding to each construction project
Obtaining the construction progress coincidence coefficient beta corresponding to each construction project i Wherein Δ T i 、ΔT i ' respectively represents the construction time length and the preset construction time length corresponding to the ith construction project, and lambda is a weight factor corresponding to the set construction progress coincidence coefficient.
According to the construction progress analysis method, the construction progress of each construction project is analyzed in the construction project progress analysis, so that the construction progress of the construction project is effectively known, the construction efficiency of the construction project is guaranteed, and the construction cost of the construction project is also guaranteed to a certain extent.
Step five, analyzing construction project materials: and analyzing the construction material type corresponding to each construction project based on the construction project information corresponding to each construction project, and further analyzing the use condition of the construction material corresponding to each construction project.
In a specific embodiment, the analyzing of the construction material type corresponding to each construction project includes the following specific steps: the construction method comprises the steps of obtaining construction specifications corresponding to historical construction projects and historical construction material types from a construction management database, comparing the construction specifications corresponding to the construction projects with the construction specifications corresponding to the historical construction projects, judging the historical construction projects to be reference construction projects corresponding to the construction projects if the construction specifications corresponding to the construction projects are the same as the construction specifications corresponding to the historical construction projects, obtaining the reference construction projects corresponding to the construction projects in the mode, extracting the preset construction material types corresponding to the construction projects from the construction management database, and obtaining a reference construction material type set corresponding to the construction projects based on the preset construction material types corresponding to the construction projects and the reference construction projects.
And comparing each construction material type corresponding to each construction project with the reference construction material type set thereof, and if each construction material type corresponding to a certain construction project is in the reference construction material type set thereof, using the coincidence coefficient record a1 for the construction material type corresponding to the construction project.
And if the certain construction material type corresponding to the certain construction project is different from each reference construction material type in the reference construction material type set, judging that the construction material type corresponding to the construction project is an unqualified construction material type, and recording the construction material type corresponding to the construction project as a2 by using a coincidence coefficient.
Obtaining the construction material type corresponding to each construction project in the mode by using the coincidence coefficient delta i Wherein δ i And taking the value as a1 or a2, wherein a1 is larger than a2, and counting the number of unqualified construction material types corresponding to each construction project.
In another specific embodiment, the analysis of the use condition of the construction material corresponding to each construction project is performed by the following specific analysis process: and extracting the consumption quantity of each construction material type corresponding to each historical construction project and the preset consumption quantity of each preset construction material type corresponding to each construction project from the construction management database, and further calculating to obtain the reference consumption quantity difference of each construction material type corresponding to each construction project through the difference value.
According to a calculation formula
Obtaining the construction material use conforming coefficient phi corresponding to each construction project i Wherein W is i u 、W i ′ u 、ΔW i u Respectively representing the consumption quantity, the preset consumption quantity and the reference consumption quantity difference corresponding to the u construction material type in the i construction project, g i 、g i ' indicates the number of types of construction materials, the number of types of unqualified construction materials, and mu corresponding to the ith construction project 1 、μ 2 And respectively using a coincidence coefficient for the set construction material type and a weighting factor corresponding to the coincidence coefficient for the construction material type consumption quantity, wherein u represents a number corresponding to each construction material type, and u =1,2.
According to the construction material analysis method, the construction materials of all the construction projects are analyzed in the construction project material analysis, so that the consumption of the construction materials in the construction projects in the construction process is effectively guaranteed, the use qualification of the construction materials in the construction process is greatly guaranteed, and the economic loss in the construction process is reduced.
Step six, analyzing the quantity of construction project materials: and acquiring the purchase quantity and the residual quantity corresponding to each construction material type in the specified building from the warehouse management center, and further analyzing the quantity conformity coefficient corresponding to the construction material type in the specified building.
In a specific embodiment, the analysis of the quantity coincidence coefficient corresponding to the type of the construction material in the specified building is performed by the following specific analysis process: and obtaining the consumption quantity corresponding to each construction material type in the appointed building through accumulation calculation based on the consumption quantity corresponding to each construction material type in each construction project.
Substituting the purchase quantity, the residual quantity and the consumption quantity corresponding to each construction material type in the specified building into a calculation formula
Obtaining a quantity coincidence coefficient corresponding to the type of the construction material in the specified building
Wherein W u 、W u ′、W u "respectively indicates the purchase quantity, the residual quantity and the consumption quantity corresponding to the u-th construction material type in the specified building, and sigma is a correction factor corresponding to the set quantity coincidence coefficient.
The invention analyzes the purchase quantity and the residual quantity of the construction materials in the analysis of the quantity of the construction project materials, effectively ensures the qualification of the quantity of the construction materials, simultaneously reduces the loss of the construction materials in the construction process, and improves the property safety in the construction process to a certain extent.
Step seven, comprehensive analysis and confirmation of construction projects: and analyzing and confirming the comprehensive construction requirement corresponding to the specified building.
In a specific embodiment, the analysis of the comprehensive construction requirement corresponding to the specified building is performed in the following specific analysis process: the quantity corresponding to the type of the construction material in the specified building is matched with the coefficient
The construction progress corresponding to each construction project conforms to the coefficient beta i Is in accordance with the coefficient phi of construction material use i Substituting into a calculation formula
Obtaining a comprehensive construction requirement corresponding to the specified building according to a coefficient psi, wherein tau 1 、τ 2 、τ 3 Respectively according to the coefficient for the number of the types of the construction materialsThe construction progress of the construction project conforms to the coefficient, and the construction materials of the construction project use the weight factors corresponding to the conforming coefficient.
In another specific embodiment, the comprehensive construction requirement corresponding to the specified building is confirmed by the following specific confirmation process: and comparing the comprehensive construction requirement conforming coefficient corresponding to the specified building with the set standard comprehensive construction requirement conforming coefficient, if the comprehensive construction requirement conforming coefficient corresponding to the specified building is greater than or equal to the standard comprehensive construction requirement conforming coefficient, judging that the comprehensive construction requirement corresponding to the specified building conforms to the construction standard, otherwise, judging that the comprehensive construction requirement corresponding to the specified building does not conform to the construction standard.
According to the embodiment of the invention, the construction project information in the construction project management form is analyzed, so that the problems existing in the current manual analysis are effectively solved, the intelligent and automatic analysis and generation of the construction project management form are realized, a reliable basis is provided for the subsequent construction project management, and the construction efficiency and the construction cost of the building are effectively ensured.
Step eight, generating a construction project management form: and when the comprehensive construction requirement corresponding to the specified building meets the construction standard, generating a construction project management form.
Ninth, construction nonstandard early warning: and when the comprehensive construction requirement corresponding to the specified building does not meet the construction standard, sending the name of the specified constructor to a specified building management center, and performing early warning prompt.
The foregoing is merely illustrative and explanatory of the present invention and various modifications, additions or substitutions may be made to the specific embodiments described by those skilled in the art without departing from the scope of the invention as defined in the accompanying claims.
Claims (10)
1. The intelligent generation method of the management form based on the construction engineering project is characterized by comprising the following steps:
the method comprises the following steps of I, uploading construction project information: the appointed constructor uploads construction project information and appointed constructor names corresponding to all construction projects in the appointed building through an appointed management form management platform;
step two, analyzing the influence of constructors: analyzing construction progress influence factors corresponding to constructors in each construction project based on construction project information corresponding to each construction project;
step three, weather influence analysis: acquiring meteorological information of each construction project corresponding to each time period in each construction day, and analyzing construction progress influence factors corresponding to the meteorology in each construction project, wherein the meteorological information comprises air temperature and weather state;
step four, analyzing the progress of the construction project: analyzing the construction progress coincidence coefficient corresponding to each construction project based on the construction project information corresponding to each construction project;
step five, analyzing construction project materials: analyzing the construction material type corresponding to each construction project based on the construction project information corresponding to each construction project, and further analyzing the use condition of the construction material corresponding to each construction project;
step six, analyzing the quantity of construction project materials: acquiring the purchase quantity and the residual quantity corresponding to each construction material type in the specified building from a warehouse management center, and further analyzing the quantity conformity coefficient corresponding to the construction material type in the specified building;
step seven, comprehensively analyzing and confirming construction projects: analyzing and confirming the comprehensive construction requirement corresponding to the specified building;
step eight, generating a construction project management form: when the comprehensive construction requirement corresponding to the specified building meets the construction standard, generating a construction project management form;
ninth, construction is carried out with nonstandard early warning: and when the comprehensive construction requirement corresponding to the specified building does not meet the construction standard, sending the name of the specified constructor to a specified building management center, and performing early warning prompt.
2. The intelligent generation method of management forms based on construction engineering projects according to claim 1, characterized in that: the construction project information corresponding to each construction project comprises construction specifications, construction time, construction completion time, the number of constructors, the age of each constructor, each construction material type and the consumption number corresponding to each construction material type corresponding to each construction project.
3. The intelligent generation method of management forms based on construction engineering projects according to claim 2, characterized in that: the construction progress influence factors corresponding to the constructors in each construction project are analyzed, and the specific analysis process is as follows:
comparing the age of each constructor in each construction project with each preset age interval to obtain the age interval corresponding to each constructor in each construction project, further comparing the age interval corresponding to each constructor in each construction project with the workload corresponding to each age interval stored in the construction management database to obtain the workload corresponding to each constructor in each construction project, and further accumulating and counting to obtain the workload corresponding to each construction project;
acquiring the number of preset constructors and the age interval of the preset constructors corresponding to each construction project from a construction management database, and analyzing to obtain the reference comprehensive workload corresponding to each construction project according to the workload analysis mode corresponding to each construction project;
substituting the number of constructors corresponding to each construction project and the workload corresponding to each constructor into a calculation formula
In the method, construction progress influence factors corresponding to constructors in each construction project are obtained
Wherein N is i 、Q i The number of constructors, the workload, ni' and Q corresponding to the ith construction project i ' Preset constructor quantity, reference comprehensive workload, epsilon corresponding to the ith construction project 1 、ε 2 The weighting factors are respectively corresponding to the set quantity of constructors and the set workload, i represents a number corresponding to each construction project, and i =1,2.
4. The intelligent generation method of management forms based on construction engineering projects according to claim 3, characterized in that: the construction progress influence factors corresponding to the weather in each construction project are analyzed, and the specific analysis process is as follows:
comparing the air temperature of each time period in each construction day corresponding to each construction project with a preset proper construction air temperature interval, if the air temperature of a certain time period in a certain construction day corresponding to a certain construction project is larger than the upper limit value of the preset proper construction air temperature interval or smaller than the lower limit value of the preset proper construction air temperature interval, judging that the air temperature of the time period in the construction day corresponding to the construction project is not suitable for construction, otherwise, judging that the air temperature of the time period in the construction day corresponding to the construction project is suitable for construction, and judging the construction suitability condition of the air temperature of each time period in each construction day corresponding to each construction project in the mode, thereby counting the time length corresponding to the air temperature suitable for construction of each construction day in each construction project;
comparing the weather state of each time period in each construction day corresponding to each construction project with a preset unsuitable construction weather state set, if the weather state of a certain time period in a certain construction day corresponding to a certain construction project is the same as the unsuitable construction weather state in the preset unsuitable construction weather state set, judging that the weather state of the time period in the construction day corresponding to the construction project is unsuitable for construction, otherwise, judging that the weather state of the time period in the construction day corresponding to the construction project is suitable for construction, and judging the construction suitability condition of the weather state of each time period in each construction day corresponding to each construction project in the mode, thereby counting the time length of each construction day in which the weather state is suitable for construction;
according to a calculation formula
Obtaining a construction progress influence factor alpha corresponding to the weather in each construction project i Wherein T is i j 、T i ′ j Respectively showing the time length corresponding to the j construction day temperature suitable for construction and the time length corresponding to the weather condition suitable for construction in the ith construction project, wherein T is the construction time length corresponding to the set construction day, and gamma 1 、γ 2 And correction factors corresponding to the set construction time length suitable for the air temperature and the set construction time length suitable for the weather state respectively, wherein eta is a correction factor corresponding to the set meteorological construction progress influence factor, j represents a number corresponding to each construction day, and j =1,2.
5. The intelligent generation method of management forms based on construction engineering projects according to claim 4, characterized in that: the construction progress coincidence coefficient corresponding to each construction project is analyzed, and the specific analysis process is as follows:
according to the construction time and the construction completion time corresponding to each construction project, the construction duration corresponding to each construction project is obtained, meanwhile, the preset construction duration corresponding to each construction project is obtained from a construction management database, and then the calculation formula is used for calculating the preset construction duration corresponding to each construction project
Obtaining the construction progress coincidence coefficient beta corresponding to each construction project i Wherein Δ T i 、ΔT i ' respectively represents the construction time length and the preset construction time length corresponding to the ith construction project, and lambda is a weight factor corresponding to the set construction progress coincidence coefficient.
6. The intelligent generation method of management forms based on construction engineering projects according to claim 2, characterized in that: the construction material types corresponding to the construction projects are analyzed, and the specific analysis process is as follows:
acquiring construction specifications corresponding to each historical construction project and each historical construction material type from a construction management database, comparing the construction specifications corresponding to each construction project with the construction specifications corresponding to each historical construction project, if the construction specifications corresponding to a certain construction project are the same as the construction specifications corresponding to a certain historical construction project, judging that the historical construction project is a reference construction project corresponding to each construction project, acquiring each reference construction project corresponding to each construction project in the way, extracting each preset construction material type corresponding to each construction project from the construction management database, and acquiring a reference construction material type set corresponding to each construction project based on each preset construction material type corresponding to each construction project and each reference construction project;
comparing each construction material type corresponding to each construction project with a reference construction material type set thereof, and if each construction material type corresponding to a certain construction project is in the reference construction material type set thereof, using a conformity coefficient to record a1 for the construction material type corresponding to the construction project;
if the construction material type corresponding to a certain construction project is different from each reference construction material type in the reference construction material type set, judging that the construction material type corresponding to the construction project is an unqualified construction material type, and recording the construction material type corresponding to the construction project as a2 by using a coincidence coefficient;
obtaining the construction material type corresponding to each construction project in the way by using the coincidence coefficient delta i Wherein δ i And taking the value as a1 or a2, wherein a1 is larger than a2, and counting the number of unqualified construction material types corresponding to each construction project.
7. The intelligent generation method of management forms based on construction engineering projects according to claim 6, characterized in that: the service conditions of the construction materials corresponding to the construction projects are analyzed, and the specific analysis process is as follows:
extracting the consumption quantity of each construction material type corresponding to each historical construction project and the preset consumption quantity of each preset construction material type corresponding to each construction project from a construction management database, and further calculating to obtain a reference consumption quantity difference of each construction material type corresponding to each construction project through a difference value;
according to a calculation formula
Obtaining the construction material use conforming coefficient phi corresponding to each construction project i Wherein W is i u 、W i ′ u 、ΔW i u Respectively representing the consumption quantity, the preset consumption quantity and the reference consumption quantity difference corresponding to the u construction material type in the i construction project, g i 、g i ' indicates the number of types of construction materials, the number of types of unqualified construction materials, and mu corresponding to the ith construction project 1 、μ 2 And respectively using a coincidence coefficient for the set construction material type and a weighting factor corresponding to the coincidence coefficient for the construction material type consumption quantity, wherein u represents a number corresponding to each construction material type, and u =1,2.
8. The intelligent generation method of management forms based on construction engineering projects according to claim 7, characterized in that: the number coincidence coefficient corresponding to the type of the construction material in the specified building is analyzed, and the specific analysis process is as follows:
based on the consumption quantity corresponding to each construction material type in each construction project, the consumption quantity corresponding to each construction material type in the appointed building is obtained through accumulation calculation;
substituting the purchase quantity, the residual quantity and the consumption quantity corresponding to each construction material type in the specified building into a calculation formula
Obtaining a quantity coincidence coefficient corresponding to the type of the construction material in the specified building
Wherein W u 、W u ′、W u "respectively represents the purchase quantity, the residual quantity and the consumption quantity corresponding to the u-th construction material type in the specified building, and sigma is a correction factor corresponding to the set quantity coincidence coefficient.
9. The intelligent generation method of management forms based on construction engineering projects according to claim 8, characterized in that: the comprehensive construction requirements corresponding to the specified building are analyzed, and the specific analysis process is as follows:
the quantity corresponding to the type of the construction material in the specified building is matched with the coefficient
The construction progress corresponding to each construction project conforms to the coefficient beta i According to the coefficient phi of construction materials i Substituting into a calculation formula
Obtaining a comprehensive construction requirement corresponding to the specified building according to a coefficient psi, wherein tau 1 、τ 2 、τ 3 And respectively using weight factors corresponding to the coincidence coefficients for the set construction material type quantity coincidence coefficients, the construction project construction progress coincidence coefficients and the construction project construction materials.
10. The intelligent generation method of management forms based on construction engineering projects according to claim 9, characterized in that: the comprehensive construction requirement corresponding to the specified building is confirmed, and the specific confirmation process is as follows:
and comparing the comprehensive construction requirement conforming coefficient corresponding to the specified building with the set standard comprehensive construction requirement conforming coefficient, if the comprehensive construction requirement conforming coefficient corresponding to the specified building is greater than or equal to the standard comprehensive construction requirement conforming coefficient, judging that the comprehensive construction requirement corresponding to the specified building conforms to the construction standard, otherwise, judging that the comprehensive construction requirement corresponding to the specified building does not conform to the construction standard.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN116384595A (en) * | 2023-06-05 | 2023-07-04 | 中铁四局集团有限公司 | Project progress prediction analysis method based on cost linkage |
| CN116959646A (en) * | 2023-09-18 | 2023-10-27 | 邹城美安系统集成有限公司 | Building material selection design system based on big data |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN116384595A (en) * | 2023-06-05 | 2023-07-04 | 中铁四局集团有限公司 | Project progress prediction analysis method based on cost linkage |
| CN116384595B (en) * | 2023-06-05 | 2023-08-08 | 中铁四局集团有限公司 | Project progress prediction analysis method based on cost linkage |
| CN116959646A (en) * | 2023-09-18 | 2023-10-27 | 邹城美安系统集成有限公司 | Building material selection design system based on big data |
| CN116959646B (en) * | 2023-09-18 | 2024-01-09 | 邹城美安系统集成有限公司 | Building material selection design system based on big data |
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