CN113177718B - Intelligent power grid infrastructure project analysis management system based on data visualization - Google Patents
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Abstract
The invention discloses a data visualization-based smart grid infrastructure project analysis management system, which comprises a cable buried laying project basic parameter acquisition module, a laying project section dividing module, a laying project section project construction parameter determination module, a laying project section actual construction amount acquisition module, an analysis database, an analysis management module and an online display terminal, by dividing the laying engineering sections of the cable buried laying engineering, determining the total construction amount and the planned construction days corresponding to each laying construction section, and simultaneously collecting the daily actual construction amount of each laying construction section, therefore, whether each laying construction section can be predicted in advance as soon as possible or not is achieved, tracking management of the construction progress of the buried cable laying engineering is achieved, the management level of the construction progress is improved, and reference basis is provided for the subsequent pertinence advance adjustment of the construction efficiency of the residual construction amount of the laying construction sections which are delayed to be completed by engineering managers.
Description
Technical Field
The invention belongs to the technical field of power grid infrastructure project management, and particularly relates to an intelligent power grid infrastructure project analysis management system based on data visualization.
Background
With the continuous development of economy and the advancement of technology, people have increasingly increased demand for electric power. In order to guarantee social production and the electricity consumption of residents, more and more electric power projects are put into construction. In order to put the constructed electric power projects into use as soon as possible, the construction period of the electric power projects is gradually shortened. For electric power engineering, power grid infrastructure projects are important components of the electric power engineering and are the foundation of power supply of the electric power engineering, the power grid infrastructure projects comprise various engineering types in the specific construction process, the cable buried laying projects are very important as a ring of the power grid infrastructure projects, and the safe and reliable operation of the whole power grid is concerned. If the construction progress corresponding to the cable underground laying engineering is not managed, the construction is lacked, and further the construction is delayed, so that the construction period of the whole power grid infrastructure engineering is influenced. Therefore, in order to practically ensure that the whole power grid infrastructure project is completed according to a plan, the construction progress of the cable buried laying project needs to be analyzed and managed.
Disclosure of Invention
In order to achieve the purpose, the invention provides the following technical scheme:
the intelligent power grid infrastructure project analysis management system based on data visualization comprises a cable buried laying project basic parameter acquisition module, a laying project section dividing module, a laying project section project construction parameter determination module, a laying project section actual construction amount acquisition module, an analysis database, an analysis management module and an online display terminal;
the system comprises a basic parameter acquisition module of the cable buried laying engineering, a data acquisition module and a data processing module, wherein the basic parameter acquisition module of the cable buried laying engineering is used for counting the total laying distance corresponding to the cable buried laying engineering and acquiring the geological type corresponding to the area of the cable buried laying engineering in the whole laying distance;
the laying engineering section dividing module is used for carrying out laying engineering section division on the cable buried laying engineering according to the obtained geological type to obtain a plurality of laying engineering sections, numbering the laying engineering sections according to the sequence of the distance from the laying starting point to the far, sequentially marking the laying engineering sections as 1,2, a.
The laying engineering section engineering construction parameter determining module is used for determining the total construction amount corresponding to each laying engineering section according to the laying length and the laying depth corresponding to each laying engineering section, and meanwhile, the number of constructors corresponding to each laying construction section is obtained, so that the planned construction days corresponding to each laying construction section are determined;
the actual construction quantity acquisition module of the laying construction section is used for acquiring the actual construction quantity of each laying construction section corresponding to each construction day in the set acquisition time period according to the set acquisition time period and forming an actual construction quantity set q of each construction day of the laying construction sectioni(qi1,qi2,...,qik,...,qit)，qik represents the actual construction amount of the ith laying construction section in the set acquisition time period corresponding to the kth construction day, k represents the construction day in the set acquisition time period, and k is 1,2.
The analysis management module is used for carrying out average construction quantity statistics on each laying construction section in a set acquisition time period according to the actual construction quantity set of each construction day of the laying construction section, further carrying out statistics on the current residual construction quantity corresponding to each laying construction section and the estimated construction time length corresponding to the current residual construction quantity according to the average construction quantity statistics, so as to predict whether each laying construction section can be completed in time in advance, and sending the prediction result corresponding to each laying construction section and the estimated construction time length corresponding to the current residual construction quantity to an online display terminal;
and the online display terminal displays the received prediction result corresponding to each laying construction section and the estimated construction time corresponding to the current residual construction amount.
In a possible implementation manner, the laying project segment dividing module performs a laying project segment dividing module on a cable buried laying project according to the acquired geological type, and a specific dividing method thereof includes the following steps:
h1, counting the number of the obtained geological types, and simultaneously obtaining the starting points of the construction areas corresponding to the geological types;
h2, dividing the cable buried laying project into a plurality of laying project sections according to the obtained number of the geological types, wherein each laying project section corresponds to one geological type;
h3, taking the starting point of the construction area corresponding to each geological type as a division point corresponding to the division of the laying engineering section.
In a possible implementation manner, the specific method for acquiring the laying depth corresponding to each laying engineering section by the laying engineering section dividing module is to compare the geological type corresponding to each laying engineering section with the laying depth corresponding to each geological type in the analysis database to obtain the laying depth corresponding to each laying engineering section.
In a possible implementation manner, the set collection time period is less than the planned construction days corresponding to each laying construction section.
In a possible implementation manner, the actual construction amount collecting module of the laying construction section collects the actual construction amount of each laying construction section corresponding to each construction day in a set collecting time period, and the specific collecting process executes the following steps:
s1, dividing the laying length corresponding to each laying construction section according to the number of constructors corresponding to each laying construction section to obtain a plurality of divided laying sub-areas, wherein each laying sub-area corresponds to one constructor;
s2, mounting a three-dimensional camera in each laying subarea for carrying out three-dimensional construction image acquisition on the laying subareas at the construction ending time point corresponding to each construction day in the set acquisition time period to obtain a three-dimensional construction finished image corresponding to each construction day;
s3, focusing the collected three-dimensional construction completion image corresponding to the 1 st construction day of each laying subarea in the set collection time period on the construction laying area, and extracting the three-dimensional contour of the construction laying area so as to determine the actual construction amount corresponding to the 1 st construction day of each laying subarea of each laying engineering section in the set collection time period;
s4, processing the construction completion image corresponding to the 2 nd construction day of each laying subarea in the set acquisition time period according to the method of S3 to obtain the actual construction amount corresponding to the first two construction days of each laying subarea in each laying engineering section in the set acquisition time period;
s5, correspondingly subtracting the actual construction amount of each laying subregion of each laying engineering section in the 1 st construction day in the set acquisition time period from the actual construction amount of each laying subregion of each laying engineering section in the first two construction days in the set acquisition time period, thereby obtaining the actual construction amount of each laying subregion of each laying engineering section in the 2 nd construction day in the set acquisition time period;
s6, according to the method of S3-S5 and the like, comparing and analyzing the collected three-dimensional construction completion images corresponding to two adjacent construction days of each laying subarea in a set collection time period to obtain the actual construction amount corresponding to each construction day of each laying subarea of each laying engineering section in the set collection time period;
and S7, overlapping the actual construction amount of each laying sub-area of each laying engineering section in the same construction day in the set acquisition time period to obtain the actual construction amount of each laying engineering section in each construction day in the set acquisition time period.
In a possible implementation manner, the calculation formula of the average construction amount of each laying construction section in a set collection time period and corresponding to each day is
In the formula
And the average construction amount of the ith laying construction section in the set collection time period is expressed.
In a possible implementation manner, the analysis management module calculates the current remaining construction amount corresponding to each laying construction section and the estimated construction days corresponding to the current remaining construction amount, and the specific statistical method is as follows:
r1, according to the actual construction amount set of each construction day of the laying construction section, counting the total construction amount of each laying construction section which is actually finished at present after the set acquisition time period, wherein the calculation formula is
QiThe total construction amount of the ith laying construction section which is actually finished at present after the set acquisition time period is represented;
r2, subtracting the current actual completed total construction amount of each laying construction section after the set collection time period from the total construction amount corresponding to each laying construction section to obtain the current residual construction amount corresponding to each laying construction section, wherein the calculation formula is delta Qi＝Q′i-Qi，ΔQiIs represented as the current residual construction amount, Q ', corresponding to the ith laying construction segment'iExpressing the total construction amount corresponding to the ith laying construction section;
r3, calculating the estimated construction days corresponding to the current residual construction amount of each laying construction section according to the current residual construction amount corresponding to each laying construction section and the average construction amount corresponding to each laying construction section in the set acquisition time period, wherein the calculation formula is
TiAnd expressing the estimated construction days corresponding to the current residual construction amount of the ith laying construction section.
In a possible embodiment, the analysis management module performs the following steps for a method of forecasting ahead of time whether each laying construction section can be completed as expected:
z1, counting the construction days of each laying construction section completed currently in the set acquisition time period;
z2, subtracting the current construction time of each laying construction section from the current construction time of each laying construction section in the set acquisition time period to obtain the current residual construction time of each laying construction section;
z3, comparing the estimated construction days corresponding to the current residual construction quantity of each laying construction section with the planned construction days corresponding to the current residual construction quantity of the laying construction section, counting the laying completion efficiency coefficient corresponding to each laying construction section, comparing the calculated efficiency coefficient with the set standard laying completion efficiency coefficient range corresponding to each laying construction section, if the laying completion efficiency coefficient corresponding to a certain laying construction section is less than the lower limit value of the standard laying completion efficiency coefficient threshold corresponding to the laying construction section, predicting that the laying construction section will be completed in advance, if the laying completion efficiency coefficient corresponding to a certain laying construction section is in the standard laying completion efficiency coefficient threshold corresponding to the laying construction section, predicting that the laying construction section will be completed as required, if the laying completion efficiency coefficient corresponding to a certain laying construction section is greater than the upper limit value of the standard laying completion efficiency coefficient threshold corresponding to the laying construction section, and predicting that the laying construction section will be delayed and completed, and counting the corresponding laying construction section which can be completed in advance, the corresponding laying construction section which is completed in due date and the corresponding laying construction section which is delayed and completed respectively.
In a possible implementation mode, the calculation formula of the laying completion efficiency coefficient corresponding to each laying construction section is
In the formula
Expressed as the coefficient of laying completion efficiency, T, corresponding to the ith laying construction sectioni' represents the planned construction days corresponding to the current residual construction amount of the ith laying construction section.
In a possible implementation manner, the analysis management module further analyzes and counts current construction progress coefficients corresponding to the laying construction sections, and sorts the counted laying construction sections according to the descending order of the corresponding current construction progress coefficients to obtain construction progress sorting results corresponding to the laying construction sections, and sends the construction progress sorting results to the online display terminal, wherein a calculation formula of the current construction progress coefficients corresponding to the laying construction sections is
In the formula etaiAnd expressing the current construction progress coefficient corresponding to the ith laying construction section.
The invention has the following beneficial effects:
(1) the invention divides the laying engineering sections of the cable buried laying engineering, acquires the laying length and the laying depth corresponding to each laying engineering section, determines the total construction amount and the planned construction days corresponding to each laying construction section, collects the actual construction amount corresponding to each construction day of each laying construction section in the set collection time period, counts the average construction amount corresponding to each laying construction section in each set collection time period, further counts the current residual construction amount corresponding to each laying construction section and the estimated construction time corresponding to the current residual construction amount according to the total construction amount and the planned construction days corresponding to each laying construction section and the average construction amount corresponding to each laying construction section in each set collection time period, thereby predicting whether each laying section can be finished in advance as expected or not, realizing the tracking management of the cable buried laying engineering construction, and whether each laying construction section can be completed in due date or not is predicted in advance, so that the management level of the construction progress is improved, and a reference basis is provided for the subsequent pertinence advance adjustment of the construction efficiency of the residual construction amount of the laid construction section which is completed in a delayed date by engineering managers.
(2) According to the construction progress monitoring method and the construction progress monitoring system, the current construction progress coefficients corresponding to the laying construction sections are analyzed and counted, meanwhile, the counted laying construction sections are sequenced according to the sequence of the corresponding current construction progress coefficients from large to small, sequencing results are displayed, so that an engineering manager can conveniently and visually know the current construction progress conditions corresponding to the laying construction sections and screen out the laying construction sections with the current construction progress being too low, meanwhile, support is provided for the engineering manager to timely manage the construction efficiency of the laying construction sections with the current construction progress being too low, and further the construction progress corresponding to the laying construction sections with the current construction progress being too low is indirectly guaranteed.
Drawings
The invention is further illustrated by means of the attached drawings, but the embodiments in the drawings do not constitute any limitation to the invention, and for a person skilled in the art, other drawings can be obtained on the basis of the following drawings without inventive effort.
Fig. 1 is a schematic diagram of the module connection 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 smart grid infrastructure construction engineering analysis management system based on data visualization comprises a cable buried laying engineering basic parameter acquisition module, a laying engineering section dividing module, a laying engineering section engineering construction parameter determination module, a laying engineering section actual construction quantity acquisition module, an analysis database, an analysis management module and an online display terminal, wherein the cable buried laying engineering basic parameter acquisition module is connected with the laying engineering section dividing module, the laying engineering section dividing module is connected with the laying engineering section engineering construction parameter determination module, the laying engineering section actual construction quantity acquisition module and the laying engineering section engineering construction parameter determination module are both connected with the analysis management module, and the analysis management module is connected with the online display terminal.
The cable buried laying engineering basic parameter acquisition module is used for acquiring a laying starting point and a laying terminal point corresponding to the cable buried laying engineering, further counting the total laying distance corresponding to the cable buried laying engineering, simultaneously acquiring the geological type corresponding to the area where the cable buried laying engineering passes through in the whole laying distance, and sending the geological type to the laying engineering section division module.
The laying engineering section dividing module is used for receiving the geological types corresponding to the areas of the cable buried laying engineering passing through in the whole laying distance sent by the cable buried laying engineering basic parameter obtaining module and dividing the laying engineering sections of the cable buried laying engineering according to the obtained geological types, and the specific dividing method comprises the following steps:
h1, counting the number of the obtained geological types, and simultaneously obtaining the starting points of the construction areas corresponding to the geological types;
h2, dividing the cable buried laying project into a plurality of laying project sections according to the obtained number of the geological types, wherein each laying project section corresponds to one geological type;
h3, taking the starting point of the construction area corresponding to each geological type as a division point corresponding to the division of the laying engineering sections, numbering the divided laying engineering sections according to the sequence from near to far from the laying starting point, sequentially marking the divided laying engineering sections as 1,2, 1, i, 1, n, simultaneously obtaining the laying length and the laying depth corresponding to each laying engineering section, and further sending the laying length and the laying depth to the laying engineering section engineering parameter determining module, wherein the concrete method for obtaining the laying depth is to compare the geological type corresponding to each laying engineering section with the laying depth corresponding to each geological type in the analysis database to obtain the laying depth corresponding to each laying engineering section.
According to the method, the cable buried laying engineering is divided into the laying engineering sections, so that a foundation is provided for follow-up construction progress tracking prediction of each laying engineering section.
The laying engineering section engineering construction parameter determining module is used for receiving the laying length and the laying depth corresponding to each laying engineering section sent by the laying engineering section dividing module, determining the total construction amount corresponding to each laying engineering section according to the laying engineering section engineering construction parameter determining module, acquiring the number of constructors corresponding to each laying construction section at the same time, determining the planned construction days corresponding to each laying construction section according to the laying engineering construction parameter determining module, and further sending the total construction amount and the planned construction days corresponding to each laying construction section to the analysis and management module, wherein the planned construction days corresponding to each laying construction section determining method can be determined according to the following method, but is not limited to the following method: the method comprises the steps of firstly counting the historical daily construction amount of each construction worker corresponding to each laying construction section, then accumulating the historical daily construction amount of each construction worker corresponding to each laying construction section to obtain the average daily total construction amount corresponding to each laying construction section, and then dividing the total construction amount corresponding to each laying construction section by the average daily total construction amount corresponding to each laying construction section to obtain the planned construction days corresponding to each laying construction section.
The analysis database is used for storing the laying depths corresponding to various geological types.
The laying engineering section actual construction amount acquisition module is used for acquiring the actual construction amount of each laying construction section corresponding to each construction day in a set acquisition time period according to the set acquisition time period, and the specific acquisition process executes the following steps:
s1, dividing the laying length corresponding to each laying construction section according to the number of constructors corresponding to each laying construction section to obtain a plurality of divided laying sub-areas, wherein each laying sub-area corresponds to one constructor;
s2, mounting a three-dimensional camera in each laying subarea for carrying out three-dimensional construction image acquisition on the laying subareas at the construction ending time point corresponding to each construction day in the set acquisition time period to obtain a three-dimensional construction finished image corresponding to each construction day;
s3, focusing the collected three-dimensional construction completion image corresponding to the 1 st construction day of each laying subarea in the set collection time period on the construction laying area, and extracting the three-dimensional contour of the construction laying area so as to determine the actual construction amount corresponding to the 1 st construction day of each laying subarea of each laying engineering section in the set collection time period;
s4, processing the construction completion image corresponding to the 2 nd construction day of each laying subarea in the set acquisition time period according to the method of S3 to obtain the actual construction amount corresponding to the first two construction days of each laying subarea in each laying engineering section in the set acquisition time period;
s5, correspondingly subtracting the actual construction amount of each laying subregion of each laying engineering section in the 1 st construction day in the set acquisition time period from the actual construction amount of each laying subregion of each laying engineering section in the first two construction days in the set acquisition time period, thereby obtaining the actual construction amount of each laying subregion of each laying engineering section in the 2 nd construction day in the set acquisition time period;
s6, according to the method of S3-S5 and the like, comparing and analyzing the collected three-dimensional construction completion images corresponding to two adjacent construction days of each laying subarea in a set collection time period to obtain the actual construction amount corresponding to each construction day of each laying subarea of each laying engineering section in the set collection time period;
s7, superposing the actual construction amount of each laying sub-area of each laying engineering section in the same construction day in the set acquisition time period to obtain the actual construction amount of each laying engineering section in each construction day in the set acquisition time period;
the collection time periods are all smaller than the planned construction days corresponding to each laying construction section, and the actual construction amount corresponding to each construction day of each laying construction section in the set collection time period forms the actual construction amount set q of each construction day of the laying construction sectioni(qi1,qi2,...,qik,...,qit)，qik represents the actual construction amount of the ith laying construction section in the k-th construction day in the set acquisition time period, k represents the construction day in the set acquisition time period, k is 1,2, t, and the laying engineering section actual construction amount acquisition module is used for acquiring the construction amount of each laying construction section in each construction dayAnd the actual construction amount set is sent to an analysis management module.
In the embodiment, the three-dimensional construction completion images corresponding to the construction days of the laying construction sections in the set acquisition time period are acquired and processed and analyzed, so that the actual construction amount corresponding to the construction days of the laying construction sections in the set acquisition time period is obtained, and the actual construction amount obtained by the acquisition mode is more accurate and reliable and is closer to the reality.
The analysis management module receives the total construction amount and the planned construction days corresponding to each laying construction section sent by the laying engineering section engineering construction parameter determining module, receives the actual construction amount set of each construction day of the laying construction section sent by the laying engineering section actual construction amount collecting module, and carries out average construction amount statistics on each laying construction section in a set collecting time period according to the actual construction amount set of each construction day of the laying construction section
In the formula
The average construction amount corresponding to the ith laying construction section in a set acquisition time period every day is represented, and then the current residual construction amount corresponding to each laying construction section and the estimated construction time corresponding to the current residual construction amount are counted according to the average construction amount, and the specific statistical method is as follows:
r1, according to the actual construction amount set of each construction day of the laying construction section, counting the total construction amount of each laying construction section which is actually finished at present after the set acquisition time period, wherein the calculation formula is
QiThe total construction amount of the ith laying construction section which is actually finished at present after the set acquisition time period is represented;
r2, subtracting the current actual completed total construction amount of each laying construction section after the set collection time period from the total construction amount corresponding to each laying construction section to obtain the current residual construction amount corresponding to each laying construction section, and calculating the public construction amountHas the formula of delta Qi＝Qi′-Qi，ΔQiExpressed as the current residual construction amount, Q, corresponding to the ith laying construction sectioni' represents the total construction amount corresponding to the i-th laying construction section;
r3, calculating the estimated construction days corresponding to the current residual construction amount of each laying construction section according to the current residual construction amount corresponding to each laying construction section and the average construction amount corresponding to each laying construction section in the set acquisition time period, wherein the calculation formula is
TiRepresenting the estimated construction days corresponding to the current residual construction amount of the ith laying construction section;
therefore, whether each laying construction section can be finished in due period or not is predicted in advance, and the prediction method comprises the following steps:
z1, counting the construction days of each laying construction section completed currently in the set acquisition time period;
z2, subtracting the current construction time of each laying construction section from the current construction time of each laying construction section in the set acquisition time period to obtain the current residual construction time of each laying construction section;
z3, comparing the estimated construction days corresponding to the current residual construction quantity of each laying construction section with the planned construction days corresponding to the current residual construction quantity of the laying construction section, and counting the laying completion efficiency coefficient corresponding to each laying construction section
In the formula
Expressed as the coefficient of laying completion efficiency, T, corresponding to the ith laying construction sectioniThe number of planned construction days corresponding to the current residual construction amount of the ith laying construction section is expressed, the planned construction days are compared with the planned standard laying completion efficiency coefficient range of each laying construction section, and if the corresponding laying construction section of a certain laying construction sectionThe completion efficiency coefficient is smaller than the lower limit value of the standard laying completion efficiency coefficient threshold value of the laying construction section plan, predicting that the laying construction section will be finished in advance, if the laying completion efficiency coefficient corresponding to a certain laying construction section is in the standard laying completion efficiency coefficient threshold value of the laying construction section plan, predicting that the laying construction section is finished as required, if the laying completion efficiency coefficient corresponding to a certain laying construction section is greater than the upper limit value of the standard laying completion efficiency coefficient threshold value of the plan of the laying construction section, predicting that the laying construction section will be delayed and completed, respectively counting the corresponding laying construction section which can be completed in advance, the corresponding laying construction section which is completed in due date and the corresponding laying construction section which is delayed and completed, and sending the corresponding laying construction section finished in advance, the corresponding laying construction section finished in due period, the corresponding laying construction section finished in delayed period and the estimated construction time corresponding to the current residual construction amount of each laying construction section to an online display terminal.
According to the method, the current residual construction amount corresponding to each laying construction section and the estimated construction duration corresponding to the current residual construction amount are counted according to the total construction amount and the planned construction days corresponding to each laying construction section and the average construction amount corresponding to each laying construction section in the set acquisition time period, so that whether each laying construction section is finished in time or not is predicted in advance, the tracking management of the construction progress of the cable buried laying construction is realized, whether each laying construction section can be predicted in advance in time or not is predicted in advance, the management level of the construction progress is improved, and a reference basis is provided for the subsequent pertinence advance adjustment of the residual construction amount construction efficiency of the laying construction section which is finished in a delayed time by an engineering manager.
The analysis management module also analyzes and counts the current construction progress coefficient corresponding to each laying construction section, and the calculation formula is
In the formula etaiExpressing the current construction progress coefficient corresponding to the ith laying construction section, and sequencing the counted laying construction sections according to the sequence of the corresponding current construction progress coefficient from large to small to obtainThe construction progress sequencing results corresponding to the construction sections are sent to the online display terminal, so that engineering management personnel can visually know the current construction progress condition corresponding to the construction sections and screen out the construction sections with excessively low current construction progress, and meanwhile, the construction efficiency of the construction sections with excessively low current construction progress can be timely managed and supported by the engineering management personnel, and further the construction progress corresponding to the construction sections with excessively low current construction progress is indirectly guaranteed.
And the online display terminal receives and displays the laying construction section corresponding to the advanced completion of work, the laying construction section corresponding to the working completion in due date, the laying construction section corresponding to the delayed completion, the estimated construction time corresponding to the current residual construction amount of each laying construction section and the construction progress sequencing result corresponding to each laying construction section, which are sent by the analysis management module, so that the visualization of the construction progress data is realized.
The foregoing is merely exemplary and illustrative of the present invention and various modifications, additions and substitutions may be made by those skilled in the art to the specific embodiments described without departing from the scope of the invention as defined in the following claims.
Claims (10)
1. Intelligent power grid infrastructure project analysis management system based on data visualization, its characterized in that: the system comprises a cable buried laying engineering basic parameter acquisition module, a laying engineering section dividing module, a laying engineering section engineering construction parameter determination module, a laying engineering section actual construction amount acquisition module, an analysis database, an analysis management module and an online display terminal;
the system comprises a basic parameter acquisition module of the cable buried laying engineering, a data acquisition module and a data processing module, wherein the basic parameter acquisition module of the cable buried laying engineering is used for counting the total laying distance corresponding to the cable buried laying engineering and acquiring the geological type corresponding to the area of the cable buried laying engineering in the whole laying distance;
the laying engineering section dividing module is used for carrying out laying engineering section division on the cable buried laying engineering according to the obtained geological type to obtain a plurality of laying engineering sections, numbering the laying engineering sections according to the sequence of the distance from the laying starting point to the far, sequentially marking the laying engineering sections as 1,2, a.
The laying engineering section engineering construction parameter determining module is used for determining the total construction amount corresponding to each laying engineering section according to the laying length and the laying depth corresponding to each laying engineering section, and meanwhile, the number of constructors corresponding to each laying construction section is obtained, so that the planned construction days corresponding to each laying construction section are determined;
the actual construction quantity acquisition module of the laying construction section is used for acquiring the actual construction quantity of each laying construction section corresponding to each construction day in the set acquisition time period according to the set acquisition time period and forming an actual construction quantity set q of each construction day of the laying construction sectioni(qi1,qi2,...,qik,...,qit)，qik represents the actual construction amount of the ith laying construction section in the set acquisition time period corresponding to the kth construction day, k represents the construction day in the set acquisition time period, and k is 1,2.
The analysis management module is used for carrying out average construction quantity statistics on each laying construction section in a set acquisition time period according to the actual construction quantity set of each construction day of the laying construction section, further carrying out statistics on the current residual construction quantity corresponding to each laying construction section and the estimated construction time length corresponding to the current residual construction quantity according to the average construction quantity statistics, so as to predict whether each laying construction section can be completed in time in advance, and sending the prediction result corresponding to each laying construction section and the estimated construction time length corresponding to the current residual construction quantity to an online display terminal;
and the online display terminal displays the received prediction result corresponding to each laying construction section and the estimated construction time corresponding to the current residual construction amount.
2. The smart grid infrastructure engineering analysis management system based on data visualization of claim 1, wherein: the laying engineering section dividing module carries out laying engineering section dividing module on the cable buried laying engineering according to the obtained geological type, and the specific dividing method comprises the following steps:
h1, counting the number of the obtained geological types, and simultaneously obtaining the starting points of the construction areas corresponding to the geological types;
h2, dividing the cable buried laying project into a plurality of laying project sections according to the obtained number of the geological types, wherein each laying project section corresponds to one geological type;
h3, taking the starting point of the construction area corresponding to each geological type as a division point corresponding to the division of the laying engineering section.
3. The smart grid infrastructure engineering analysis management system based on data visualization of claim 1, wherein: the specific method for acquiring the laying depth corresponding to each laying engineering section by the laying engineering section dividing module is to compare the geological type corresponding to each laying engineering section with the laying depth corresponding to each geological type in the analysis database to obtain the laying depth corresponding to each laying engineering section.
4. The smart grid infrastructure engineering analysis management system based on data visualization of claim 1, wherein: and the set acquisition time period is less than the planned construction days corresponding to each laying construction section.
5. The smart grid infrastructure engineering analysis management system based on data visualization of claim 1, wherein: the actual construction amount acquisition module of the laying engineering section acquires actual construction amount of each laying construction section corresponding to each construction day in a set acquisition time period, and the specific acquisition process executes the following steps:
s1, dividing the laying length corresponding to each laying construction section according to the number of constructors corresponding to each laying construction section to obtain a plurality of divided laying sub-areas, wherein each laying sub-area corresponds to one constructor;
s2, mounting a three-dimensional camera in each laying subarea for carrying out three-dimensional construction image acquisition on the laying subareas at the construction ending time point corresponding to each construction day in the set acquisition time period to obtain a three-dimensional construction finished image corresponding to each construction day;
s3, focusing the collected three-dimensional construction completion image corresponding to the 1 st construction day of each laying subarea in the set collection time period on the construction laying area, and extracting the three-dimensional contour of the construction laying area so as to determine the actual construction amount corresponding to the 1 st construction day of each laying subarea of each laying engineering section in the set collection time period;
s4, processing the construction completion image corresponding to the 2 nd construction day of each laying subarea in the set acquisition time period according to the method of S3 to obtain the actual construction amount corresponding to the first two construction days of each laying subarea in each laying engineering section in the set acquisition time period;
s5, correspondingly subtracting the actual construction amount of each laying subregion of each laying engineering section in the 1 st construction day in the set acquisition time period from the actual construction amount of each laying subregion of each laying engineering section in the first two construction days in the set acquisition time period, thereby obtaining the actual construction amount of each laying subregion of each laying engineering section in the 2 nd construction day in the set acquisition time period;
s6, according to the method of S3-S5 and the like, comparing and analyzing the collected three-dimensional construction completion images corresponding to two adjacent construction days of each laying subarea in a set collection time period to obtain the actual construction amount corresponding to each construction day of each laying subarea of each laying engineering section in the set collection time period;
and S7, overlapping the actual construction amount of each laying sub-area of each laying engineering section in the same construction day in the set acquisition time period to obtain the actual construction amount of each laying engineering section in each construction day in the set acquisition time period.
6. The smart grid infrastructure engineering analysis management system based on data visualization of claim 1, wherein: the average construction amount of each laying construction section in a set acquisition time period corresponding to each day is calculatedIs of the formula
In the formula
And the average construction amount of the ith laying construction section in the set collection time period is expressed.
7. The smart grid infrastructure engineering analysis management system based on data visualization of claim 1, wherein: the analysis management module counts the current residual construction amount corresponding to each laying construction section and the estimated construction days corresponding to the current residual construction amount, and the specific statistical method is as follows:
r1, according to the actual construction amount set of each construction day of the laying construction section, counting the total construction amount of each laying construction section which is actually finished at present after the set acquisition time period, wherein the calculation formula is
QiThe total construction amount of the ith laying construction section which is actually finished at present after the set acquisition time period is represented;
r2, subtracting the current actual completed total construction amount of each laying construction section after the set collection time period from the total construction amount corresponding to each laying construction section to obtain the current residual construction amount corresponding to each laying construction section, wherein the calculation formula is delta Qi＝Qi′-Qi，ΔQiExpressed as the current residual construction amount, Q, corresponding to the ith laying construction sectioni' represents the total construction amount corresponding to the i-th laying construction section;
r3, calculating the estimated construction days corresponding to the current residual construction amount of each laying construction section according to the current residual construction amount corresponding to each laying construction section and the average construction amount corresponding to each laying construction section in the set acquisition time period, wherein the calculation formula is
TiAnd expressing the estimated construction days corresponding to the current residual construction amount of the ith laying construction section.
8. The smart grid infrastructure engineering analysis management system based on data visualization of claim 1, wherein: the analysis management module executes the following steps to the method for predicting whether each laying construction section can be completed as expected or not in advance:
z1, counting the construction days of each laying construction section completed currently in the set acquisition time period;
z2, subtracting the current construction time of each laying construction section from the current construction time of each laying construction section in the set acquisition time period to obtain the current residual construction time of each laying construction section;
z3, comparing the estimated construction days corresponding to the current residual construction quantity of each laying construction section with the planned construction days corresponding to the current residual construction quantity of the laying construction section, counting the laying completion efficiency coefficient corresponding to each laying construction section, comparing the calculated efficiency coefficient with the set standard laying completion efficiency coefficient range corresponding to each laying construction section, if the laying completion efficiency coefficient corresponding to a certain laying construction section is less than the lower limit value of the standard laying completion efficiency coefficient threshold corresponding to the laying construction section, predicting that the laying construction section will be completed in advance, if the laying completion efficiency coefficient corresponding to a certain laying construction section is in the standard laying completion efficiency coefficient threshold corresponding to the laying construction section, predicting that the laying construction section will be completed as required, if the laying completion efficiency coefficient corresponding to a certain laying construction section is greater than the upper limit value of the standard laying completion efficiency coefficient threshold corresponding to the laying construction section, and predicting that the laying construction section will be delayed and completed, and counting the corresponding laying construction section which can be completed in advance, the corresponding laying construction section which is completed in due date and the corresponding laying construction section which is delayed and completed respectively.
9. The smart grid infrastructure engineering analysis management system based on data visualization of claim 8, wherein the system is characterized in that: the calculation formula of the laying completion efficiency coefficient corresponding to each laying construction section is
In the formula
Expressed as the coefficient of laying completion efficiency, T, corresponding to the ith laying construction sectioni' represents the planned construction days corresponding to the current residual construction amount of the ith laying construction section.
10. The smart grid infrastructure engineering analysis management system based on data visualization of claim 1, wherein: the analysis management module also analyzes and counts the current construction progress coefficient corresponding to each laying construction section, and simultaneously sorts each counted laying construction section according to the sequence of the current construction progress coefficient corresponding to each laying construction section from large to small to obtain the construction progress sorting result corresponding to each laying construction section, and sends the construction progress sorting result to the online display terminal, wherein the current construction progress coefficient calculation formula corresponding to each laying construction section is
In the formula etaiAnd expressing the current construction progress coefficient corresponding to the ith laying construction section.
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| CN107194578A (en) * | 2017-05-19 | 2017-09-22 | 河北省电力勘测设计研究院 | The digitizing solution of construction management |
| CN110401145A (en) * | 2019-06-24 | 2019-11-01 | 国网山西电力勘测设计研究院有限公司 | A kind of cable laying method and laying system |
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| CN105117866A (en) * | 2015-09-30 | 2015-12-02 | 北京恒华伟业科技股份有限公司 | Progress state data processing method and apparatus |
| CN107194578A (en) * | 2017-05-19 | 2017-09-22 | 河北省电力勘测设计研究院 | The digitizing solution of construction management |
| CN110401145A (en) * | 2019-06-24 | 2019-11-01 | 国网山西电力勘测设计研究院有限公司 | A kind of cable laying method and laying system |
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