CN116011778B - Water conservancy river construction management system based on data analysis - Google Patents
Water conservancy river construction management system based on data analysis Download PDFInfo
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Abstract
The invention relates to the technical field of water conservancy river construction management, and particularly discloses a water conservancy river construction management system based on data analysis, which comprises a construction site dividing module, a construction material information acquisition module, a construction material distribution analysis module, a construction basic information acquisition module, a construction progress analysis module, a construction quality analysis module, a construction efficiency management information analysis module, a display terminal and a river bank management database.
Description
Technical Field
The invention belongs to the technical field of water conservancy river construction management, and relates to a water conservancy river construction management system based on data analysis.
Background
The river levee is a main hydraulic engineering form for preventing river flood from overflowing, has a good flood control effect, and needs to ensure that the construction efficiency of the river levee accords with a preset construction plan in order to ensure the river safety, so that the analysis of the construction efficiency of a river levee construction site is very important.
The objective is to analyze the construction efficiency of the river levee construction site, and the management personnel is mainly used for periodically inspecting the river levee construction site, so as to evaluate the construction efficiency of the river levee construction site, and obviously, the analysis mode has the following problems: 1. the quantity of construction materials influences the construction speed of the river levee, the distribution condition of the construction materials in the construction site of the river levee is not analyzed in the prior art, and further the rationality of the distribution of the construction materials in the construction site of the river levee cannot be effectively guaranteed, so that the construction speed of the construction site of the river levee cannot be improved, the punctuality of the construction completion of the river levee cannot be guaranteed, and the construction cost of the river levee cannot be reduced to a certain extent.
2. The construction quality determines the construction effect of the river levee, the gradient and the flatness of the constructed area of the river levee are not analyzed at present, the construction quality corresponding to the constructed area of the river levee cannot be effectively guaranteed, the construction effect of the river levee cannot be improved, the timeliness of the construction repair of the subsequent river levee cannot be guaranteed, the construction period is prolonged, and meanwhile, the construction cost of the river levee is greatly increased.
3. The current management of the construction efficiency of the river levee is mainly management of management staff, and the construction site of the river levee is not analyzed and managed in a targeted manner according to the problem of the construction site of the river levee, so that the intelligentization of the construction site management of the river levee cannot be reflected, the construction efficiency of the construction site of the river levee cannot be improved, and the flexibility of allocation of the construction staff of the construction site of the river levee and the stability of the construction progress of the construction site cannot be improved.
Disclosure of Invention
The invention aims to provide a water conservancy river construction management system based on data analysis, which solves the problems in the background technology.
The aim of the invention can be achieved by the following technical scheme: a water conservancy river construction management system based on data analysis includes: the construction site dividing module is used for dividing the designated river dike construction site into construction subareas according to the number of constructors of each preset construction group, and further obtaining the construction area corresponding to each construction subarea.
The construction material information acquisition module is used for distributing each acquisition time point according to the preset duration in the construction process of the designated river dike, and further acquiring construction material information corresponding to each construction sub-region at each acquisition time point.
And the construction material distribution analysis module is used for analyzing construction material distribution reasonable evaluation coefficients corresponding to each construction sub-region at each acquisition time point.
The construction basic information acquisition module is used for acquiring basic information corresponding to each construction sub-region at each acquisition time point.
The construction progress analysis module is used for analyzing construction progress qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point.
The construction quality analysis module is used for analyzing construction quality qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point.
The construction efficiency analysis module is used for analyzing construction efficiency evaluation coefficients corresponding to each construction subarea at each acquisition time point.
The construction efficiency management information analysis module is used for judging the construction efficiency qualification condition of each construction subarea corresponding to each acquisition time point, obtaining each management time point corresponding to each construction efficiency unqualified subarea, and further analyzing the management information of each construction efficiency unqualified subarea corresponding to each management time point.
And the display terminal is used for displaying the management information corresponding to each construction efficiency unqualified subarea at each management time point.
Optionally, the construction material information includes the number corresponding to each type of construction machine, the number corresponding to each type of construction tool, and the weight corresponding to each type of construction raw material.
Optionally, the reasonable evaluation coefficients of the construction material distribution corresponding to each construction sub-region at each acquisition time point are analyzed, and the specific analysis process is as follows: extracting the reference quantity corresponding to various construction machines, the reference quantity corresponding to various construction tools and the reference weight corresponding to various construction raw materials in each collection time point of each construction subarea from a river levee management database, and marking the reference quantity and the reference weight as followsAnd->i represents the number corresponding to each construction sub-area, i=1, 2..n, j represents the number corresponding to each type of construction machine, j=1, 2..m, t represents the number corresponding to each collection time point, t=1, 2..p, j ' represents the number corresponding to each type of construction tool, j ' =1 ',2 '..m ', u represents the number corresponding to each type of construction raw material, u=1, 2..v.
By calculation formula
Obtaining reasonable evaluation coefficients of construction material distribution corresponding to each construction subarea at each acquisition time pointThe method comprises the steps of respectively determining the number of the j-th type construction machines, the number of the j-th' type construction tools and the weight of the u-th type construction raw materials in the t-th acquisition time point of the i-th construction subarea, and gamma 1 、γ 2 、γ 3 Respectively the set weight factors corresponding to the number of construction machines, the number of construction tools and the weight of construction raw materials.
Optionally, the basic information corresponding to each construction sub-region at each acquisition time point includes the area of the constructed region, the area of the non-constructed region, the gradient and the flatness corresponding to the constructed region.
Optionally, the analyzing the construction progress qualification evaluation coefficient corresponding to each construction sub-region at each collection time point includes the following specific analysis process: extracting preset construction time corresponding to the designated river dike from a river dike management database, marking the construction time as T', simultaneously acquiring the starting construction time corresponding to the designated river dike and the time corresponding to each acquisition time point, further acquiring constructed time corresponding to each acquisition time point, and marking the construction time as T t 。
According to the calculation formulaObtaining the reference constructed area corresponding to each construction subarea at each acquisition time point>Wherein S is i And representing the construction area corresponding to the ith construction subarea, wherein eta is a correction factor corresponding to the set reference constructed area.
According to the calculation formulaObtaining each applicationReference construction area of worker subarea corresponding to each acquisition time point +.>
According to the calculation formulaObtaining a qualified construction progress evaluation coefficient corresponding to each construction subarea at each acquisition time point>Wherein->Respectively representing the constructed area and the non-constructed area, kappa, of the ith construction subarea corresponding to the t acquisition time point 1 、κ 2 The weight factors are respectively corresponding to the set areas of the constructed areas and the areas of the non-constructed areas.
Optionally, the analyzing the construction quality qualification evaluation coefficient corresponding to each construction sub-region at each collection time point includes the following specific analysis process: the preset gradient and the reference flatness of the designated river dike are extracted from the river dike management database and respectively marked as D and C.
According to the calculation formulaObtaining construction quality qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point>Wherein->Respectively the gradient and the flatness sigma of the constructed region of the ith construction subarea in the t acquisition time point 1 、σ 2 Respectively setting weight factors corresponding to the gradient and the flatness of the constructed area.
Optionally, the analyzing the construction efficiency evaluation coefficient corresponding to each construction sub-region at each collection time point includes the following specific analysis process: reasonable evaluation coefficients are distributed to construction materials corresponding to each construction subarea at each acquisition time pointConstruction progress qualification evaluation coefficient->And construction quality qualification evaluation coefficient->Substitution into a calculation formulaObtaining construction efficiency evaluation coefficients corresponding to each construction subarea at each acquisition time point>Wherein τ 1 、τ 2 、τ 3 And respectively distributing weight factors corresponding to the reasonable evaluation coefficients, the construction progress qualification evaluation coefficients and the construction quality qualification evaluation coefficients for the set construction materials.
Optionally, the judging step comprises the following specific judging process of judging the qualified construction efficiency condition of each construction subarea corresponding to each acquisition time point: comparing the construction efficiency evaluation coefficient corresponding to each construction subarea at each acquisition time point with a set standard construction efficiency evaluation coefficient, and if the construction efficiency evaluation coefficient corresponding to a certain construction subarea at a certain acquisition time point is greater than or equal to the standard construction efficiency evaluation coefficient, judging that the construction efficiency corresponding to the construction subarea at the acquisition time point is qualified.
And otherwise, judging that the construction efficiency of the construction sub-area corresponding to the acquisition time point is unqualified, marking the construction sub-area as the unqualified construction efficiency sub-area, and marking the acquisition time point as the management time point.
In this way, the qualified condition of the construction efficiency corresponding to each construction subarea at each acquisition time point is judged, and then each management time point corresponding to each construction efficiency unqualified subarea is obtained.
Optionally, the analyzing the management information corresponding to each unqualified sub-area of the construction efficiency at each management time point includes the following specific analysis process: based on the construction material distribution reasonable evaluation coefficient, the construction progress qualification evaluation coefficient and the construction quality qualification evaluation coefficient corresponding to each construction sub-region at each acquisition time point, the construction material distribution reasonable evaluation coefficient, the construction progress qualification evaluation coefficient and the construction quality qualification evaluation coefficient corresponding to each construction efficiency unqualified sub-region at each management time point are obtained.
And according to the construction material distribution reasonable evaluation coefficient, the construction progress qualification evaluation coefficient and the construction quality qualification evaluation coefficient corresponding to each construction efficiency disqualification subarea at each management time point, analyzing to obtain each management time point of each management mode corresponding to each construction efficiency disqualification subarea, wherein the management modes comprise a material distribution management mode, and constructors assist in construction management modes and construction repair management modes.
And obtaining the distribution quantity corresponding to various construction machines, the distribution quantity corresponding to various construction tools and the distribution weight corresponding to various construction raw materials in each management time point of each construction efficiency unqualified subarea in the material distribution management mode through analysis.
And analyzing to obtain the coordinatable subareas corresponding to the unqualified subareas of the construction efficiency in the auxiliary construction management mode of the constructors at each management time point, and further analyzing to obtain the quantity of constructors for adjusting the coordinatable subareas corresponding to the unqualified subareas of the construction efficiency in the auxiliary construction management mode of the constructors at each management time point.
And analyzing to obtain each auxiliary repair sub-area corresponding to each construction efficiency unqualified sub-area in the construction repair management mode at each management time point, and further analyzing the number of auxiliary repair personnel corresponding to each auxiliary repair sub-area corresponding to each construction efficiency unqualified sub-area in the construction repair management mode at each management time point.
And recording the distribution quantity of each construction machine corresponding to each construction efficiency unqualified subarea in the distribution management mode, the distribution quantity of each construction tool corresponding to each construction machine, the distribution weight corresponding to each construction raw material, the quantity of constructors for adjusting each construction efficiency unqualified subarea corresponding to each coordinatable subarea in each management time point in the constructor assistance management mode and the quantity of assistance repair personnel corresponding to each construction efficiency unqualified subarea in each management time point in the construction repair management mode as management information corresponding to each construction efficiency unqualified subarea in each management time point.
Optionally, the river levee management database is used for storing the preset construction duration corresponding to the designated river levee, storing the preset gradient and the reference flatness of the designated river levee, storing the reference number corresponding to various construction machines, the reference number corresponding to various construction tools and the reference weight corresponding to various construction raw materials in each acquisition time point of each construction subarea, and storing the number of constructors preset in each construction group.
Compared with the prior art, the invention has the following beneficial effects: 1. according to the water conservancy river channel construction management system based on data analysis, the construction efficiency of the designated river bank construction site is analyzed, so that the problems of inspection and construction efficiency evaluation of the construction site by management staff in the prior art are solved, intelligent management of the river bank construction site is realized, the progress and construction quality of the river bank construction site are effectively ensured, and meanwhile, the flexibility of allocation of the river bank construction site constructors and the rationality of allocation of construction materials are improved.
2. According to the invention, reasonable evaluation coefficients of construction material distribution corresponding to each construction subarea at each acquisition time point are analyzed in the construction material distribution analysis module, so that the rationality of construction material distribution in a river levee construction site is effectively ensured, and the construction speed of the river levee construction site is greatly improved.
3. According to the invention, the construction progress analysis module analyzes the construction progress qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point, so that the construction progress of each construction subarea is effectively ensured, and the punctuality of river levee construction completion is also greatly ensured.
4. According to the invention, the construction quality qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point are analyzed in the construction quality analysis module, so that the construction quality corresponding to the constructed area of the river dike is effectively ensured, and the timeliness of the subsequent construction repair of the river dike is also ensured, thereby reducing the construction cost of the river dike.
5. According to the invention, the management information corresponding to each management time point of each construction efficiency unqualified subarea is analyzed in the construction efficiency management information analysis module, so that the targeted management of the river levee construction site is greatly improved, and meanwhile, the stability of the construction efficiency of the construction site is also ensured.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic diagram of a system module connection structure according to the present invention.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Referring to fig. 1, a water conservancy river construction management system based on data analysis includes a construction site dividing module, a construction material information acquisition module, a construction material distribution analysis module, a construction basic information acquisition module, a construction progress analysis module, a construction quality analysis module, a construction efficiency management information analysis module, a display terminal and a river bank management database.
The construction material information acquisition module is respectively connected with the construction site division module and the construction material distribution analysis module, the construction basic information acquisition module is respectively connected with the construction site division module, the construction progress analysis module and the construction quality analysis module, the river bank management database is respectively connected with the construction site division module, the construction material distribution analysis module, the construction progress analysis module and the construction quality analysis module, the construction efficiency analysis module is also respectively connected with the construction basic information acquisition module and the construction efficiency management information analysis module, the construction material distribution analysis module is also respectively connected with the construction material information acquisition module and the construction efficiency management information analysis module, the construction quality analysis module is also respectively connected with the construction basic information acquisition module and the construction efficiency management information analysis module, and the construction efficiency management information analysis module is also connected with the display terminal.
The construction site dividing module is used for dividing the designated river dike construction site into construction subareas according to the number of constructors of each preset construction group, and further obtaining the construction area corresponding to each construction subarea.
In a specific embodiment, the construction area corresponding to each construction sub-area is obtained, and the specific obtaining process is as follows: the camera carried by the unmanned aerial vehicle is used for collecting images of the construction site of the appointed river dike, and further the construction area corresponding to each construction subarea is obtained.
The construction material information acquisition module is used for distributing each acquisition time point according to the preset duration in the construction process of the designated river dike, and further acquiring construction material information corresponding to each construction sub-region at each acquisition time point.
In a specific embodiment, the construction material information includes the number corresponding to each type of construction machine, the number corresponding to each type of construction tool, and the weight corresponding to each type of construction raw material.
In another specific embodiment, the construction material information corresponding to each construction sub-region at each acquisition time point is acquired, and the specific acquisition process is as follows: and extracting the quantity of various construction machines, the quantity of various construction tools and the weight of various construction raw materials corresponding to each construction subarea at each acquisition time point from a construction material warehouse management center.
The construction machine includes an excavator, a bulldozer, a concrete mixer, and the like, the construction tool includes a shovel, a hoe, a trowel, and the like, and the construction raw material includes stone, sand, cement, and the like.
And the construction material distribution analysis module is used for analyzing construction material distribution reasonable evaluation coefficients corresponding to each construction sub-region at each acquisition time point.
In a specific embodiment, the reasonable evaluation coefficients of the construction material distribution corresponding to each construction sub-region at each collection time point are analyzed, and the specific analysis process is as follows: extracting the reference quantity corresponding to various construction machines, the reference quantity corresponding to various construction tools and the reference weight corresponding to various construction raw materials in each collection time point of each construction subarea from a river levee management database, and marking the reference quantity and the reference weight as followsAnd->i represents the number corresponding to each construction sub-area, i=1, 2..n, j represents the number corresponding to each type of construction machine, j=1, 2..m, t represents the number corresponding to each collection time point, t=1, 2..p, j ' represents the number corresponding to each type of construction tool, j ' =1 ',2 '..m ', u represents the number corresponding to each type of construction raw material, u=1, 2..v.
By calculation formula Obtaining reasonable evaluation coefficients of construction material distribution corresponding to each construction subarea at each acquisition time pointThe method comprises the steps of respectively determining the number of the j-th type construction machines, the number of the j-th' type construction tools and the weight of the u-th type construction raw materials in the t-th acquisition time point of the i-th construction subarea, and gamma 1 、γ 2 、γ 3 Respectively the set weight factors corresponding to the number of construction machines, the number of construction tools and the weight of construction raw materials.
According to the method and the device for analyzing the construction material distribution reasonable evaluation coefficients, the reasonable evaluation coefficients of the construction material distribution corresponding to each construction sub-region at each acquisition time point are analyzed, so that the rationality of the construction material distribution in the river levee construction site is effectively guaranteed, and the construction speed of the river levee construction site is greatly improved.
The construction basic information acquisition module is used for acquiring basic information corresponding to each construction sub-region at each acquisition time point.
In a specific embodiment, the basic information corresponding to each construction sub-area at each acquisition time point includes a constructed area, an unworked area, a gradient and flatness corresponding to the constructed area.
In another specific embodiment, basic information corresponding to each construction sub-region at each acquisition time point is acquired, and the specific acquisition process is as follows: and acquiring the constructed area and the non-constructed area of each construction sub-area corresponding to each acquisition time point from the image of each construction sub-area corresponding to each acquisition time point.
And acquiring the gradient of the constructed area corresponding to each acquisition time point of each construction sub-area through a gradient measuring instrument.
Acquiring each azimuth image of each construction subarea corresponding to the constructed area at each acquisition time point through a camera carried by the unmanned aerial vehicle, thereby constructing a three-dimensional model of each construction subarea corresponding to the constructed area at each acquisition time point, and further arranging each detection point on the surface of each construction subarea corresponding to the constructed area at each acquisition time point according to a preset interval, so that each detection point of each construction subarea corresponding to the constructed area at each acquisition time point is imported into a set three-dimensional coordinate system, and the coordinates of each construction subarea corresponding to each detection point of the constructed area at each acquisition time point are obtained.
Comparing the x-axis coordinates of each construction subarea corresponding to each detection point of the constructed area at each acquisition time point, screening out each detection point with the same x-axis coordinates of each construction subarea corresponding to the constructed area at each acquisition time point, taking each detection point with the same x-axis coordinates as an analysis group, further obtaining the z-axis coordinates of each detection point in each analysis group of each construction subarea corresponding to the constructed area at each acquisition time point, and recording asf represents the number corresponding to each analysis group, f=1, 2. The term "b", g represents the number corresponding to each detection point, g '=1', 2..once.
According to the calculation formulaObtaining the flatness of the construction subareas corresponding to the constructed areas at each acquisition time point>Wherein->The z-axis coordinate of the (g' +1) th detection point in the f analysis group of the constructed region in the ith construction sub-region at the t acquisition time point is represented, and θ is a set flatness correction factor.
The construction progress analysis module is used for analyzing construction progress qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point.
In a specific embodiment, the analyzing the construction progress qualification evaluation coefficient corresponding to each construction subarea at each collection time point includes the following specific analysis process: extracting preset construction time corresponding to the designated river dike from a river dike management database, marking as T', simultaneously obtaining the starting construction time corresponding to the designated river dike and the time corresponding to each acquisition time point,further obtaining the constructed time length corresponding to each acquisition time point and marking as T t 。
According to the calculation formulaObtaining the reference constructed area corresponding to each construction subarea at each acquisition time point>Wherein S is i And representing the construction area corresponding to the ith construction subarea, wherein eta is a correction factor corresponding to the set reference constructed area.
According to the calculation formula Obtaining the reference non-construction area corresponding to each construction subarea at each acquisition time point>
According to the calculation formulaObtaining a qualified construction progress evaluation coefficient corresponding to each construction subarea at each acquisition time point>Wherein->Respectively representing the constructed area and the non-constructed area, kappa, of the ith construction subarea corresponding to the t acquisition time point 1 、κ 2 The weight factors are respectively corresponding to the set areas of the constructed areas and the areas of the non-constructed areas.
According to the method and the device, the construction progress qualification evaluation coefficients of the construction subareas at the acquisition time points are analyzed, so that the construction progress of the construction subareas is effectively guaranteed, and the punctuality of the construction completion of the river levee is also greatly guaranteed.
The construction quality analysis module is used for analyzing construction quality qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point.
In a specific embodiment, the analyzing the construction quality qualification evaluation coefficient corresponding to each construction sub-region at each collection time point includes the following specific analysis process: the preset gradient and the reference flatness of the designated river dike are extracted from the river dike management database and respectively marked as D and C.
According to the calculation formulaObtaining construction quality qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point >Wherein->Respectively the gradient and the flatness sigma of the constructed region of the ith construction subarea in the t acquisition time point 1 、σ 2 Respectively setting weight factors corresponding to the gradient and the flatness of the constructed area.
According to the invention, the construction quality qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point are analyzed in the construction quality analysis module, so that the construction quality corresponding to the constructed area of the river dike is effectively ensured, and the timeliness of the subsequent construction repair of the river dike is also ensured, thereby reducing the construction cost of the river dike.
The construction efficiency analysis module is used for analyzing construction efficiency evaluation coefficients corresponding to each construction subarea at each acquisition time point.
In a specific embodiment, the analyzing the construction efficiency evaluation coefficient corresponding to each construction sub-region at each collection time point specifically includes the following steps: reasonable evaluation coefficients are distributed to construction materials corresponding to each construction subarea at each acquisition time pointConstruction progress qualification evaluation coefficient->And construction quality qualification evaluation coefficient->Substitution into a calculation formulaObtaining construction efficiency evaluation coefficients corresponding to each construction subarea at each acquisition time point>Wherein τ 1 、τ 2 、τ 3 And respectively distributing weight factors corresponding to the reasonable evaluation coefficients, the construction progress qualification evaluation coefficients and the construction quality qualification evaluation coefficients for the set construction materials.
The construction efficiency management information analysis module is used for judging the construction efficiency qualification condition of each construction subarea corresponding to each acquisition time point, obtaining each management time point corresponding to each construction efficiency unqualified subarea, and further analyzing the management information of each construction efficiency unqualified subarea corresponding to each management time point.
In a specific embodiment, the determining the qualified construction efficiency condition of each construction sub-area corresponding to each collection time point specifically includes the following steps: comparing the construction efficiency evaluation coefficient corresponding to each construction subarea at each acquisition time point with a set standard construction efficiency evaluation coefficient, and if the construction efficiency evaluation coefficient corresponding to a certain construction subarea at a certain acquisition time point is greater than or equal to the standard construction efficiency evaluation coefficient, judging that the construction efficiency corresponding to the construction subarea at the acquisition time point is qualified.
And otherwise, judging that the construction efficiency of the construction sub-area corresponding to the acquisition time point is unqualified, marking the construction sub-area as the unqualified construction efficiency sub-area, and marking the acquisition time point as the management time point.
In this way, the qualified condition of the construction efficiency corresponding to each construction subarea at each acquisition time point is judged, and then each management time point corresponding to each construction efficiency unqualified subarea is obtained.
In another specific embodiment, the analyzing the management information corresponding to each construction efficiency unqualified sub-area at each management time point includes the following specific analysis process: based on the construction material distribution reasonable evaluation coefficient, the construction progress qualification evaluation coefficient and the construction quality qualification evaluation coefficient corresponding to each construction sub-region at each acquisition time point, the construction material distribution reasonable evaluation coefficient, the construction progress qualification evaluation coefficient and the construction quality qualification evaluation coefficient corresponding to each construction efficiency unqualified sub-region at each management time point are obtained.
And according to the construction material distribution reasonable evaluation coefficient, the construction progress qualification evaluation coefficient and the construction quality qualification evaluation coefficient corresponding to each construction efficiency disqualification subarea at each management time point, analyzing to obtain each management time point of each management mode corresponding to each construction efficiency disqualification subarea, wherein the management modes comprise a material distribution management mode, and constructors assist in construction management modes and construction repair management modes.
In the above, each management time point of each management mode corresponding to each construction efficiency unqualified subarea is obtained through analysis, and the specific analysis process is as follows: and comparing the reasonable evaluation coefficient of the construction material distribution corresponding to each construction efficiency unqualified subarea at each management time point with the set reasonable evaluation coefficient of the standard construction material distribution, and if the reasonable evaluation coefficient of the construction material distribution corresponding to a certain construction efficiency unqualified subarea at a certain management time point is smaller than the reasonable evaluation coefficient of the standard construction material distribution, judging that the management mode corresponding to the construction efficiency unqualified subarea at the management time point is a material distribution management mode, and obtaining each management time point of each construction efficiency unqualified subarea corresponding to the material distribution management mode in this way.
And according to the analysis mode of each management time point of each construction efficiency unqualified subarea corresponding to the material distribution management mode, obtaining each management time point of each construction efficiency unqualified subarea corresponding to the construction assistance management mode and the construction repair management mode of the constructor.
And obtaining the distribution quantity corresponding to various construction machines, the distribution quantity corresponding to various construction tools and the distribution weight corresponding to various construction raw materials in each management time point of each construction efficiency unqualified subarea in the material distribution management mode through analysis.
In the above, the distribution number corresponding to each construction machine, the distribution number corresponding to each construction tool and the distribution weight corresponding to each construction raw material in each construction efficiency unqualified subarea in each management time point in the material distribution management mode are obtained through analysis, and the specific analysis process is as follows: based on the reference quantity corresponding to various construction machines, the reference quantity corresponding to various construction tools and the reference weight corresponding to various construction raw materials in each collection time point of each construction subarea, the reference quantity corresponding to various construction machines, the reference quantity corresponding to various construction tools and the reference weight corresponding to various construction raw materials in each management time point of each construction efficiency unqualified subarea in a material distribution management mode are obtained, and the reference quantity, the reference quantity corresponding to various construction tools and the reference weight corresponding to various construction raw materials in each management time point are used as the distribution quantity corresponding to various construction machines, the distribution quantity corresponding to various construction tools and the distribution weight corresponding to various construction raw materials in each management time point of each construction efficiency unqualified subarea.
And analyzing to obtain the coordinatable subareas corresponding to the unqualified subareas of the construction efficiency in the auxiliary construction management mode of the constructors at each management time point, and further analyzing to obtain the quantity of constructors for adjusting the coordinatable subareas corresponding to the unqualified subareas of the construction efficiency in the auxiliary construction management mode of the constructors at each management time point.
In the above, the above analysis obtains each coordinatable sub-area corresponding to each unqualified sub-area of construction efficiency in each management time point in the auxiliary construction management mode of constructors, and the specific analysis process is as follows: based on the construction progress qualification evaluation coefficients corresponding to the construction sub-areas at the collecting time points, the construction progress qualification evaluation coefficients corresponding to the construction sub-areas at the managing time points are obtained, the construction progress qualification evaluation coefficients corresponding to the construction sub-areas at the managing time points are compared with the set standard construction progress qualification evaluation coefficients, if the construction progress qualification evaluation coefficients corresponding to the construction sub-areas at the managing time points are larger than the standard construction progress qualification evaluation coefficients, the construction sub-areas are judged to be the coordinatable sub-areas at the managing time points, and accordingly the coordinatable sub-areas corresponding to the managing time points are obtained, and accordingly the coordinatable sub-areas corresponding to the construction efficiency unqualified sub-areas at the managing time points in the constructor assisting construction management mode are obtained according to the management time points corresponding to the constructor assisting construction efficiency unqualified sub-areas in the construction management mode.
In the above, the number of constructors for adjusting the unqualified subregions of the construction efficiency in the constructor-assisted construction management mode at each management time point corresponding to each coordinatable subregion is obtained through analysis, and the specific analysis process is as follows: and extracting the construction progress qualification evaluation coefficients of the construction efficiency unqualified subareas corresponding to the coordinatable subareas at each management time point in the constructor assisting construction management mode, and further carrying out difference calculation on the construction progress qualification evaluation coefficients and the standard construction progress qualification evaluation coefficients to obtain construction progress qualification evaluation coefficient differences of the construction efficiency unqualified subareas corresponding to the coordinatable subareas at each management time point in the constructor assisting construction management mode, so that the construction progress qualification evaluation coefficient differences are compared with the quantity of the constructors corresponding to the set construction progress qualification evaluation coefficient differences, and the quantity of the constructors corresponding to the coordinatable subareas at each management time point in the constructor assisting construction management mode is obtained.
And analyzing to obtain each auxiliary repair sub-area corresponding to each construction efficiency unqualified sub-area in the construction repair management mode at each management time point, and further analyzing the number of auxiliary repair personnel corresponding to each auxiliary repair sub-area corresponding to each construction efficiency unqualified sub-area in the construction repair management mode at each management time point.
According to the analysis mode of the coordinatable subareas corresponding to the unqualified subareas of the construction efficiency in the auxiliary construction management mode of constructors at the management time points, the auxiliary repair subareas corresponding to the unqualified subareas of the construction efficiency in the construction repair management mode at the management time points are obtained through analysis.
According to the method, the number of the auxiliary repair staff for each construction efficiency unqualified subarea in the construction repair management mode is obtained through analysis according to the annoyance analysis mode of the number of the construction staff for adjusting each coordinatable subarea corresponding to each management time point in the construction efficiency unqualified subarea in the construction auxiliary management mode.
And recording the distribution quantity of each construction machine corresponding to each construction efficiency unqualified subarea in the distribution management mode, the distribution quantity of each construction tool corresponding to each construction machine, the distribution weight corresponding to each construction raw material, the quantity of constructors for adjusting each construction efficiency unqualified subarea corresponding to each coordinatable subarea in each management time point in the constructor assistance management mode and the quantity of assistance repair personnel corresponding to each construction efficiency unqualified subarea in each management time point in the construction repair management mode as management information corresponding to each construction efficiency unqualified subarea in each management time point.
According to the method and the device, the management information corresponding to each unqualified sub-region of the construction efficiency at each management time point is analyzed, so that the targeted management of the river levee construction site is greatly improved, and meanwhile, the stability of the construction efficiency of the construction site is guaranteed.
And the display terminal is used for displaying management information corresponding to each unqualified sub-region of the construction efficiency at each acquisition time point.
The river levee management database is used for storing preset construction time corresponding to the designated river levee, storing preset gradient and reference flatness of the designated river levee, storing reference quantity corresponding to various construction machines, reference quantity corresponding to various construction tools and reference weight corresponding to various construction raw materials in each acquisition time point of each construction subarea, and storing the quantity of constructors of preset construction groups.
According to the method and the device for the construction efficiency evaluation of the river levee, the construction efficiency of the designated river levee construction site is analyzed, the problems of inspection and construction efficiency evaluation of the construction site by the management staff in the prior art are solved, intelligent management of the river levee construction site is achieved, the progress and construction quality of the river levee construction site are effectively guaranteed, and meanwhile the flexibility of allocation of the constructors and the rationality of allocation of construction materials of the river levee construction site are improved.
The foregoing is merely illustrative of the structures of this invention and various modifications, additions and substitutions for those skilled in the art can be made to the described embodiments without departing from the scope of the invention or from the scope of the invention as defined in the accompanying claims.
Claims (8)
1. Water conservancy river construction management system based on data analysis, characterized by comprising:
the construction site dividing module is used for dividing a designated river dike construction site into construction subareas according to the number of constructors of each preset construction group so as to obtain construction areas corresponding to the construction subareas;
the construction material information acquisition module is used for distributing each acquisition time point according to the preset duration in the construction process of the appointed river dike, and further acquiring construction material information corresponding to each construction sub-region at each acquisition time point;
the construction material distribution analysis module is used for analyzing construction material distribution reasonable evaluation coefficients corresponding to each construction sub-region at each acquisition time point;
the construction basic information acquisition module is used for acquiring basic information corresponding to each construction sub-region at each acquisition time point;
The construction progress analysis module is used for analyzing construction progress qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point;
the construction quality analysis module is used for analyzing construction quality qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point;
the construction efficiency analysis module is used for analyzing construction efficiency evaluation coefficients corresponding to each construction subarea at each acquisition time point;
the construction efficiency evaluation coefficients corresponding to the construction subareas at the acquisition time points are analyzed, and the specific analysis process is as follows:
reasonable evaluation coefficients are distributed to construction materials corresponding to each construction subarea at each acquisition time pointConstruction progress qualification evaluation coefficient->And construction quality qualification evaluation coefficient->Substitution into a calculation formulaObtaining construction efficiency evaluation coefficients corresponding to each construction subarea at each acquisition time point>Wherein τ 1 、τ 2 、τ 3 Respectively distributing weight factors corresponding to reasonable evaluation coefficients, qualified evaluation coefficients of construction progress and qualified evaluation coefficients of construction quality for the set construction materials;
the construction efficiency management information analysis module is used for judging the qualified construction efficiency condition of each construction subarea at each acquisition time point, obtaining each management time point corresponding to each construction efficiency unqualified subarea, and further analyzing the management information corresponding to each construction efficiency unqualified subarea at each management time point;
The construction efficiency qualification condition of each construction subarea corresponding to each acquisition time point is judged, and the specific judgment process is as follows:
comparing the construction efficiency evaluation coefficient corresponding to each construction subarea at each acquisition time point with a set standard construction efficiency evaluation coefficient, and if the construction efficiency evaluation coefficient corresponding to a certain construction subarea at a certain acquisition time point is greater than or equal to the standard construction efficiency evaluation coefficient, judging that the construction efficiency corresponding to the construction subarea at the acquisition time point is qualified;
otherwise, judging that the construction efficiency of the construction sub-area corresponding to the acquisition time point is unqualified, marking the construction sub-area as a construction efficiency unqualified sub-area, and marking the acquisition time point as a management time point;
judging the qualified condition of the construction efficiency corresponding to each construction subarea at each acquisition time point in the mode, and further obtaining each management time point corresponding to each construction efficiency unqualified subarea;
and the display terminal is used for displaying the management information corresponding to each construction efficiency unqualified subarea at each management time point.
2. The water conservancy river construction management system based on data analysis of claim 1, wherein: the construction material information comprises the number corresponding to various construction machines, the number corresponding to various construction tools and the weight corresponding to various construction raw materials.
3. The water conservancy river construction management system based on data analysis of claim 2, wherein: the reasonable evaluation coefficients of construction material distribution corresponding to each construction subarea at each acquisition time point are analyzed, and the specific analysis process is as follows:
extracting the reference quantity corresponding to various construction machines, the reference quantity corresponding to various construction tools and the reference weight corresponding to various construction raw materials in each collection time point of each construction subarea from a river levee management database, and marking the reference quantity and the reference weight as N 'respectively' ij t 、Q′ ij′ t And W' iu t I represents numbers corresponding to each construction sub-area, i=1, 2..n, j represents numbers corresponding to each type of construction machine, j=1, 2..m, t represents numbers corresponding to each collection time point, t=1, 2..p, j ' represents numbers corresponding to each type of construction tool, j ' =1 ',2 '..m ', u represents numbers corresponding to each type of construction raw material, u=1, 2..v;
by calculation formulaObtaining reasonable evaluation coefficients of construction material distribution corresponding to each construction sub-region at each acquisition time pointThe method comprises the steps of respectively determining the number of the j-th type construction machines, the number of the j-th' type construction tools and the weight of the u-th type construction raw materials in the t-th acquisition time point of the i-th construction subarea, and gamma 1 、γ 2 、γ 3 Respectively the set weight factors corresponding to the number of construction machines, the number of construction tools and the weight of construction raw materials.
4. The water conservancy river construction management system based on data analysis of claim 1, wherein: the basic information corresponding to each construction sub-region at each acquisition time point comprises the area of the constructed region, the area of the non-constructed region, and the gradient and the flatness corresponding to the constructed region.
5. The water conservancy river construction management system based on data analysis of claim 4, wherein: the construction progress qualification evaluation coefficients corresponding to the construction subareas at the acquisition time points are analyzed, and the specific analysis process is as follows:
extracting preset construction time corresponding to the designated river dike from a river dike management database, marking the construction time as T', simultaneously acquiring the starting construction time corresponding to the designated river dike and the time corresponding to each acquisition time point, further acquiring constructed time corresponding to each acquisition time point, and marking the construction time as T t ；
According to the calculation formulaObtaining the reference constructed area S 'corresponding to each construction subarea at each acquisition time point' i t Wherein S is i Representing the construction area corresponding to the ith construction subarea, wherein eta is a set parameter Checking a correction factor corresponding to the constructed area;
according to the calculation formula S i t ＝S i -S′ i t Obtaining the reference non-construction area S' corresponding to each construction sub-region at each acquisition time point i t ；
According to the calculation formulaObtaining a qualified construction progress evaluation coefficient corresponding to each construction subarea at each acquisition time point>Wherein->Respectively representing the constructed area and the non-constructed area, kappa, of the ith construction subarea corresponding to the t acquisition time point 1 、κ 2 The weight factors are respectively corresponding to the set areas of the constructed areas and the areas of the non-constructed areas.
6. The water conservancy river construction management system based on data analysis of claim 4, wherein: the construction quality qualification evaluation coefficients corresponding to the construction subareas at the acquisition time points are analyzed, and the specific analysis process is as follows:
extracting preset gradient and reference flatness of a designated river dike from a river dike management database, and respectively marking as D and C;
according to the calculation formulaObtaining construction quality qualification evaluation coefficients corresponding to each construction subarea at each acquisition time point>Wherein->Respectively the gradient and the flatness sigma of the constructed region of the ith construction subarea in the t acquisition time point 1 、σ 2 Respectively setting weight factors corresponding to the gradient and the flatness of the constructed area.
7. The water conservancy river construction management system based on data analysis of claim 1, wherein: the management information corresponding to each construction efficiency unqualified subarea at each management time point is analyzed, and the specific analysis process is as follows:
based on the construction material distribution reasonable evaluation coefficient, the construction progress qualification evaluation coefficient and the construction quality qualification evaluation coefficient corresponding to each construction sub-region at each acquisition time point, acquiring the construction material distribution reasonable evaluation coefficient, the construction progress qualification evaluation coefficient and the construction quality qualification evaluation coefficient corresponding to each construction efficiency unqualified sub-region at each management time point;
according to the reasonable evaluation coefficients, the construction progress qualification evaluation coefficients and the construction quality qualification evaluation coefficients of the construction material distribution corresponding to the construction efficiency disqualification subareas at each management time point, analyzing to obtain each management time point of the construction efficiency disqualification subareas corresponding to each management mode, wherein the management modes comprise material distribution management modes, and constructors assist in construction management modes and construction repair management modes;
obtaining the distribution quantity corresponding to various construction machines, the distribution quantity corresponding to various construction tools and the distribution weight corresponding to various construction raw materials in each construction efficiency unqualified subarea in the material distribution management mode through analysis;
Analyzing to obtain each coordinatable subarea corresponding to each construction efficiency unqualified subarea in the construction management mode in each management time point, and further analyzing to obtain the quantity of constructors for adjusting each coordinatable subarea corresponding to each construction efficiency unqualified subarea in the construction management mode in each management time point;
analyzing to obtain each auxiliary repair sub-area corresponding to each construction efficiency unqualified sub-area in the construction repair management mode at each management time point, and further analyzing the number of auxiliary repair personnel corresponding to each auxiliary repair sub-area corresponding to each construction efficiency unqualified sub-area in the construction repair management mode at each management time point;
and recording the distribution quantity of each construction machine corresponding to each construction efficiency unqualified subarea in the distribution management mode, the distribution quantity of each construction tool corresponding to each construction machine, the distribution weight corresponding to each construction raw material, the quantity of constructors for adjusting each construction efficiency unqualified subarea corresponding to each coordinatable subarea in each management time point in the constructor assistance management mode and the quantity of assistance repair personnel corresponding to each construction efficiency unqualified subarea in each management time point in the construction repair management mode as management information corresponding to each construction efficiency unqualified subarea in each management time point.
8. A water conservancy river construction management system based on data analysis as claimed in claim 3 and wherein: the river levee management database is used for storing preset construction time length corresponding to the designated river levee, storing preset gradient and reference flatness of the designated river levee, storing reference quantity corresponding to various construction machines, reference quantity corresponding to various construction tools and reference weight corresponding to various construction raw materials in each collection time point of each construction subarea, and storing the quantity of constructors of preset construction groups.
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