CN115880396A - Construction progress chart automatic generation system and method based on construction organization design - Google Patents
Construction progress chart automatic generation system and method based on construction organization design Download PDFInfo
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Abstract
The invention belongs to the related technical field of construction project management, and provides a construction progress chart automatic generation system and a method based on construction organization design, which automatically calculate the construction progress and update the construction progress data in real time through the acquired engineering type corresponding to the related data, the construction work point related to the engineering type and the corresponding engineering quantity conversion coefficient under the engineering type; by distributing different legends to each project type, each project type is distinguished and corresponding construction progress is displayed when the slope diagram is displayed.
Description
Technical Field
The invention belongs to the technical field related to construction project management, and particularly relates to a construction progress chart automatic generation system and method based on construction organization design.
Background
The statements in this section merely provide background information related to the present disclosure and may not constitute prior art.
With the development of cities and the progress of society, project progress management is more and more necessary. At present, in the process of implementing a project construction project, construction progress data acquisition usually adopts a manual recording and calculating mode of engineering technicians, which wastes time and labor, cannot ensure the calculation accuracy, also can cause that the progress management of the project construction cannot be mastered in time, easily causes the construction progress to progress slowly, and is difficult to finish the construction plan with quality and quantity guarantee. In a construction project, when more than one type of project is included, the calculation modes of the construction progress of each type of project are not necessarily completely the same, which results in the complexity of the calculation of the construction progress of the project. In addition, in the process of implementing the engineering construction project, after the calculation of various engineering construction progress data is completed, the construction progress can be displayed only in a data form or a single graph, and the construction progress of various projects under one engineering project cannot be displayed visually.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides a construction progress chart automatic generation system and a method based on construction organization design, which automatically calculate the construction progress and update the construction progress data in real time for the engineering type corresponding to the acquired related data, the construction work point associated with the engineering type and the corresponding engineering quantity conversion coefficient under the engineering type; by distributing different legends to each project type, each project type is distinguished and corresponding construction progress is displayed when the construction progress graph is displayed.
To achieve the above object, in a first aspect, one or more embodiments of the present invention provide a method for automatically generating a construction progress chart based on a construction organization design, including:
step 1: acquiring legends of different project types, statistical item codes corresponding to the different project types and project amount conversion coefficients corresponding to the statistical item codes;
step 2: associating the construction work point with the corresponding project type;
and 3, step 3: outputting progress data of the unit project according to construction work points associated with the unit project, project types corresponding to the construction work points, statistical item codes corresponding to the project types and a project amount conversion coefficient corresponding to the statistical item codes;
and 4, step 4: and associating the corresponding project type legend according to the progress data, and outputting a construction progress chart.
In a second aspect, the present invention provides a construction progress chart automatic generation system based on construction organization design, including:
the configuration management module is used for configuring legends of different project types, statistical item codes corresponding to the different project types and project quantity conversion coefficients corresponding to the statistical item codes;
the basic management module is used for inputting a construction group plan, associating a construction work point with a corresponding project type, inputting electric power migration and transformation data and inputting large temporary project data;
the engineering quantity counting module is used for calling the configuration management module and the basic management module to output the progress data of the unit engineering according to the construction work point related to the unit engineering, the engineering type corresponding to the construction work point, the counting item code corresponding to the engineering type and the engineering quantity conversion coefficient corresponding to the counting item code;
and the construction progress chart updating module is used for associating the corresponding project type legend according to the progress data output by the project amount counting module and outputting the construction progress chart.
In a third aspect, an embodiment of the present invention provides a computer device, including: the system comprises a processor, a memory and a bus, wherein the memory stores machine readable instructions executable by the processor, the processor and the memory are communicated through the bus when a computer device runs, and the machine readable instructions are executed by the processor to execute the automatic construction progress chart generation method based on construction organization design.
In a fourth aspect, an embodiment of the present invention provides a computer-readable storage medium, where a computer program is stored on the computer-readable storage medium, and when the computer program is executed by a processor, the method for automatically generating a construction progress chart based on a construction organization design is performed as described above.
The above one or more technical solutions have the following beneficial effects:
in the invention, the construction progress is automatically calculated and the project progress data is updated in real time by acquiring the project type corresponding to the related data, the construction work point associated with the project type and the corresponding project amount conversion coefficient under the project type; by distributing different legends to each project type, each project type is distinguished and corresponding construction progress is displayed when the construction progress chart is displayed. In addition, the construction progress chart can be screened according to requirements, only data of a certain project type is displayed, and the mileage position and the planned construction time period of each project belonging to the project type and the construction progress of each project can be clearly checked.
Advantages of additional aspects of the invention will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the invention and together with the description serve to explain the invention and not to limit the invention.
FIG. 1 is a flow chart of a method for automatically generating a construction progress chart based on a construction organization design according to an embodiment of the present invention;
FIG. 2 is a schematic diagram of a square illustration of a middle rail laying project, a lower project of a super bridge, a tunnel, a bridge and a roadbed earth and stones in the embodiment of the invention;
fig. 3 is a schematic diagram of a middle frame beam project, a track slab prefabrication yard, a preloading, a station house, a post-station and a post-station electric project in an embodiment of the invention;
fig. 4 is a schematic view illustrating construction preparation, joint debugging, a track laying base, a rail welding plant, a prefabricated beam storage yard and a ballastless track bed in the first embodiment of the invention;
fig. 5 is a schematic diagram illustrating cast-in-place, settling period, mixing station and station of a continuous beam in an embodiment of the present invention.
Detailed Description
It is to be understood that the following detailed description is exemplary and is intended to provide further explanation of the invention as claimed. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs.
Example one
As shown in fig. 1, the present embodiment discloses a construction progress chart automatic generation method based on construction organization design, including:
step 1: acquiring legends of different project types, statistical item codes corresponding to the different project types and project quantity conversion coefficients corresponding to the statistical item codes;
and 2, step: associating the construction work point with the corresponding project type;
and step 3: outputting progress data of the unit project according to the construction work point associated with the unit project, the project type corresponding to the construction work point, the statistical item code corresponding to the project type and the project amount conversion coefficient corresponding to the statistical item code;
and 4, step 4: and associating the corresponding project type legend according to the progress data, and outputting a construction progress chart.
In this embodiment, in step 1, the engineering types specifically include tens of specialties, such as high-speed railway roadbed engineering, high-speed railway bridge and culvert engineering, high-speed railway tunnel engineering, high-speed railway track engineering, and high-speed railway communication engineering.
The different conversion coefficients have three metering modes, which are respectively as follows: length, number, volume.
The engineering type legend comprises a graph identification class, a line identification class and a block identification class;
as shown in fig. 2-5, the graph identification class includes: the system comprises a tunnel, a prefabricated beam storage yard, a track slab prefabricated yard, a mixing station, a track laying base, a track welding yard, a station and a super bridge;
the line identification class includes: joint debugging, four-electric engineering, moving and modifying, track laying engineering, ballastless track beds, beam erecting engineering, construction preparation and beam erecting engineering;
the block identification class includes: the method comprises the following steps of roadbed earthwork and stone, a tunnel, preloading, continuous beam cast-in-place, station building and post-station, settling period and engineering below a super bridge.
One engineering specialty includes one or more different statistical terms, for example, taking the high-speed railway bridge engineering specialty as an example, the high-speed railway bridge engineering statistical term "reduced coefficient-bridge-foundation", and coding: zhxs-dq-jc, reduced coefficient value: 0.35, reduced units of measure: bridge formation, metering mode: and (4) volume. A statistical term 'reduced coefficient-bridge-bearing platform', coding: zhxs-dq-ct, reduction coefficient: 0.05, metering mode: volume. A statistical term 'reduced coefficient-middle bridge-support', coding: zhxs-zq-zz, reduction factor: 0.03, metering mode: number, etc.
One statistic item code comprises a plurality of EBScode sets or component sets. Such as statistic item coding: and the lower part of the zhxs-dq-jc comprises different component types such as a digging pile, concrete, a pile on land, a pile on water and the like and corresponding EBS codes. Each component type (EBS encoding) corresponds to a different respective length, volume, etc. attribute.
In step 2 of the present embodiment, the construction site is associated with the corresponding construction site according to the entered construction plan, and electric power relocation data and large temporary construction data are acquired. Wherein each construction site has a corresponding project type.
In this embodiment, a construction plan, power migration and modification data, and large temporary engineering data are synchronously acquired according to fields, and a slope map information table is output, where the slope map information table has id-related information for data acquired from the construction plan.
Specifically, one or more standard sections are associated under one project, one or more unit projects are associated under one standard section, the unit projects are distinguished professionally, and the specific professions comprise dozens of professions such as high-speed railway roadbed projects, high-speed railway bridge and culvert projects, high-speed railway tunnel projects, high-speed railway track projects and high-speed railway communication projects. One or more work point ids are associated under one unit project, one or more components are associated under one work point id, and each component has a corresponding component code.
Specifically, for the construction plan, the rest types of data of the lower part structure of the super-large beam are synchronously removed, wherein the data comprise roadbed earthwork, tunnel, station, super-large bridge, preloading, combined debugging, four-power engineering, rail laying engineering, ballastless rail bed, girder erection engineering, continuous beam cast-in-situ, construction preparation, station building, post-station and settlement period.
The sync primary field includes: the name is task _ name, the type is type, corresponding to the type in the slope diagram, the start time and the end time are play _ start _ time and play _ end _ time, the mileage is start _ mileage and end _ mileage, the associated work point is date _ work _ site _ id, and the completion percentage is actual _ percentage.
For the power migration and change data, synchronizing the power migration and change data above 110kv, synchronizing a main field: the name is line _ name, the voltage class is voltage _ classes, the mileage is mileage _ front _ unit | | | mileage _ front + mileage _ back, the planned completion time is play _ completion _ time, and the completion time is completion _ time.
For large-scale temporary engineering data, the data is processed through a synchronous beam field, a mixing station and a track. Synchronization main field: the name is the name of the user,
the center mileage is center _ mileage _ front _ unit | | | center _ mileage _ front + center _ mileage _ back.
In this embodiment, all the synchronized data are stored in the slope diagram information table, the slope diagram information table includes information of all projects under each project type, and the project information includes important information such as starting mileage, ending mileage, starting time, ending time and progress, and associated work points. The field information such as starting mileage, ending mileage, starting time, ending time and the like is used for positioning the engineering legend display position on the progress chart; the project progress field information is used for displaying the completion degree of a unit project; the project information progress data of the associated work points are calculated according to the work point procedure check completion data, and a unit project can be associated with a plurality of work points.
In step 3 of this embodiment, the progress data of the unit project is output according to the construction work point associated with the unit project, the project type corresponding to the construction work point, the statistical item code corresponding to the project type, and the engineering quantity reduced coefficient corresponding to the statistical item code.
Specifically, the progress condition of the unit project is obtained by calculating the progress of each construction work point.
After the synchronous grouping plan is obtained, the slope map information table id is associated with the grouping plan task information table task _ id, which indicates that the data is synchronized from the grouping plan task information table, and the action _ percentage value, namely the completion percentage value in the grouping plan task information table, namely progress _ schedule _ task, is preferentially obtained and updated to the slope map information table project progress field.
It should be noted that: after the synchronous grouping plan is obtained, representing that the information is obtained from the grouping plan task information table, the slope map information table id = task _ id grouping plan task information table, explaining that the slope map information table id is related to the grouping plan task information table task _ id, and directly taking the value of actual _ percentage field, which is the completion percentage of the grouping plan task information table, as the data of the project progress field of the slope map information table.
And secondly, data without the association relation is data which is not acquired from the group planning task information table, but acquired from a power migration and major temporary engineering data table or manually added in slope map data maintenance. The engineering progress data calculation of the data is also divided into two types: firstly, the project progress of the data can only be modified manually without associated work points; secondly, the work points are associated and then updated according to the following project progress calculation mode:
1. and inquiring the specialty of the unit project to which the construction work point belongs according to the construction work point id, inquiring a treeId set which is a part tree id set of the construction work point, and inquiring the sum of the conversion coefficients according to the statistical codes in the project amount statistical table.
2. And circularly traversing the statistical codes, inquiring the data of the codes in the engineering quantity statistical table to obtain a set of EBS code id of the codes, namely an ebsId set, and inquiring a set of the part tree according to the ebsId set and the treeId set to obtain the part tree data of the design quantity.
And then searching the construction work point in the work procedure table, under the statistical item, checking treeId sets which pass examination and approval and are completely done hierarchically, and inquiring the set of the part tree according to the completed ebsId set and treeId set to obtain the finished part tree data.
Specifically, one work point corresponds to a plurality of statistical item codes, different statistical item codes correspond to different metering modes, and when the metering modes are length, quantity and volume, the computing modes are as follows:
(1) When the statistical field is length, the "percentage of completion amount" = sum of a statistical item code, i.e. the length attribute of each completed part corresponding to the statistical item code of the working point/sum, i.e. the length attributes of all parts corresponding to the statistical item code of the working point; a formula of completion ratio of statistical term coding: percent finished value code folding coefficient/(sum of total folding coefficients). And accumulating the code proportion data of the statistical items of which the statistical field corresponding to one work point is the length to obtain the engineering progress of all the statistical item codes of which the statistical field corresponding to the work point is the length.
(2) When the statistical field is number, the "percentage of completion amount" = sum of a statistical item code, i.e. the number attribute of each completed part corresponding to the statistical item code of the working point/sum, i.e. the number attribute of all parts corresponding to the statistical item code of the working point; a formula of the completion ratio of the statistical term coding: percentage of finished value coded folding coefficients/(sum of total folding coefficients). And accumulating the statistical field corresponding to one work point as the number of the statistical item code proportion data to obtain the engineering progress of all the statistical item codes with the statistical field corresponding to the work point as the length.
(3) When the statistic field is volume, the complete "percentage of amount" = sum of one statistic item code, i.e. the volume attribute of each completed part corresponding to the statistic item code of this working point/sum, i.e. the volume attribute of all parts corresponding to the statistic item code of this working point; a formula for the ratio of the statistical term codes: and (4) finishing quantity percentage code conversion coefficient/(sum of total conversion coefficients), and accumulating the statistical item code ratio data of which the statistical field corresponding to one work point is the quantity to obtain the engineering progress of all the statistical item codes of which the statistical field corresponding to the work point is the length.
One statistic item code corresponds to a plurality of component codes, the completion quantity of one statistic code is the sum of the quantity of all corresponding components which are approved by the report, and the design quantity of one statistic code is the design total quantity of all corresponding components under the statistic code.
In addition, the total folding coefficient mentioned above is the sum of the folding coefficients corresponding to all the statistical term codes corresponding to the work point.
And the project progress of one work point is obtained by accumulating the proportion data of all the corresponding statistical item codes.
For example, taking a bridge as an example, a certain section of bridge is 1 work point, 20 piers with 120 piles and 20 hole beams are designed, the design quantity part tree data refers to 20 piers with 120 piles and 20 hole beams, the statistical term code zhxs-dq-d represents the pier, accounts for 0.3 (reduced coefficient) of the bridge engineering quantity, and the amount of work in the finished pier is calculated by how much cubic concrete is poured to evaluate (volume); the statistic item code zhxs-dq-z represents a pile, accounts for 0.3 (conversion coefficient) of the bridge engineering quantity, and calculates the amount of work in the finished pile by the amount of poured cubic concrete to evaluate (volume); the statistic item code zhxs-dq-l represents the beam, accounts for 0.4 (conversion coefficient) of the bridge engineering quantity, and calculates how many meters of finished workload of the beam are used up, namely the length beam is evaluated; the number of piers which are constructed and approved currently is 12, the number of piles is 72, the number of beams is 10, and the percentage of completion of the whole bridge needs to be counted currently. The completion percentage of the whole bridge = (the completion percentage of the pier [ equal to the completion volume/the design volume ]/. The folding coefficient of the pier + the folding coefficient of the pile + the folding coefficient of the beam) + the percentage of the pile [ equal to the completion volume/the design volume ]/. The folding coefficient of the pile/(the folding coefficient of the pier + the folding coefficient of the pile + the folding coefficient of the beam) + the completion percentage of the beam [ equal to the completion volume/the design volume ]/. The folding coefficient of the beam)/(the folding coefficient of the pier + the folding coefficient of the pile + the folding coefficient of the beam).
In this embodiment, for a unit project, a plurality of work points are associated with one unit project, and the project progress of each work point is multiplied by the ratio of the task amount of each work point and then accumulated to obtain the project progress of the unit project.
For example: the unit project a is associated with 3 work points, the design quantities of the 3 work points are 300m,150m and 500m respectively, the three work points are used for adjusting the conversion coefficient interfaces, and the respective project progress is returned to be 0.6,0.8 and 0.5 (the interfaces return 4 decimal places);
the project progress of unit project a = 300/(300 +150+ 500) × 0.6 + 150/(300 +150+ 500) × 0.8 + 500/(300 +150+ 500) × 0.5 (4 bits are reserved for decimal).
In this embodiment, in step 4, the construction progress chart is output by associating different project type legends according to the progress data output by the project statistics module.
Specifically, the construction progress chart is output by taking project mileage as a main horizontal axis, construction sections as a secondary horizontal axis and total project construction period as a main vertical axis, and data and progress of each project type are displayed in a graph mode.
In the construction progress chart, the horizontal axis display content comprises:
unifying mileage: displaying mileage data from a starting point to a finishing point of the project;
construction of standard sections: dividing and displaying the construction sections according to the starting mileage data and the ending mileage data of each construction section;
section: displaying a station legend according to the starting mileage data and the ending mileage data;
track laying base and mixing station: displaying legends of the mixing station and the track slab prefabrication field according to the starting mileage data and the ending mileage data;
beam making field: displaying diagrams of prefabrication and beam storage fields according to the starting mileage data and the ending mileage data;
super large bridge and tunnel: and displaying legends of the grand bridge and the tunnel according to the starting mileage data and the ending mileage data.
In the construction progress chart, a linear engineering legend of the engineering progress is displayed by taking the starting mileage and the ending mileage as horizontal axes and taking the construction starting time period and the construction ending time period as vertical axes: joint debugging, four-electric engineering, moving and modifying, track laying engineering, ballastless track beds, beam erecting engineering and construction preparation;
and a block type engineering legend for displaying the engineering progress by taking the starting mileage and the ending mileage as a horizontal axis and taking the construction starting time period and the construction ending time period as a vertical axis: the method comprises the following steps of roadbed earthwork and stone, a tunnel, preloading, continuous beam cast-in-place, station building and post-station, settling period and engineering below a super bridge.
Example two
The embodiment provides a construction progress chart automatic generation system based on construction organization design, which comprises:
the configuration management module is used for configuring legends of different project types, statistical item codes corresponding to the different project types and project quantity conversion coefficients corresponding to the statistical item codes;
the basic management module is used for inputting a construction group plan, associating a construction work point with a corresponding project type, inputting electric power migration and transformation data and inputting large temporary project data;
the engineering quantity counting module is used for calling the configuration management module and the basic management module to output the progress data of the unit engineering according to the construction work point related to the unit engineering, the engineering type corresponding to the construction work point, the counting item code corresponding to the engineering type and the engineering quantity conversion coefficient corresponding to the counting item code;
and the construction progress map updating module is used for associating the corresponding project type legend according to the progress data output by the engineering quantity counting module and outputting the construction progress map.
In this embodiment, in the configuration management module, the engineering types include dozens of specialties including high-speed railway roadbed engineering, high-speed railway bridge and culvert engineering, high-speed railway tunnel engineering, high-speed railway track engineering, high-speed railway communication engineering, and the like.
The different conversion coefficients have three metering modes, which are respectively: length, number, volume.
In this embodiment, the basic management module is configured to enter a construction group plan, associate a construction site with a corresponding construction work point, enter electric power migration and modification data, and enter large-scale temporary engineering data. Wherein each construction site has a corresponding project type.
And the basic management module is also used for reporting and checking the components of the construction work point.
And the slope diagram module is used for synchronously importing a construction plan, power migration and modification data and large temporary engineering data from the basic management module according to fields and outputting a slope diagram information table, wherein the slope diagram information table has id correlation information for the data acquired from the construction plan.
In this embodiment, the system may further include a slope map module, configured to synchronously import a group execution plan, power migration and modification data, and large temporary engineering data from the basic management module according to fields, and output a slope map information table. Wherein the slope map information table has id-related information for data obtained from the grouping plan.
In the slope diagram module, the associated data is associated, specifically, one or more standard sections are associated under one project, one or more unit projects are associated under one standard section, the unit projects are distinguished professionally, and the specific professions include dozens of professions such as high-speed railway roadbed projects, high-speed railway bridge and culvert projects, high-speed railway tunnel projects, high-speed railway track projects and high-speed railway communication projects. One or more work point ids are associated under one unit project, one or more components are associated under one work point id, and each component has a corresponding component code.
Specifically, for the construction plan, the slope diagram module synchronously removes the other types of data of the understructure of the super-large beam from the input module, and the data comprises roadbed earthwork, a tunnel, a station, a super-large bridge, preloading, combined debugging, four-power engineering, track laying engineering, a ballastless track bed, girder erection engineering, continuous beam cast-in-situ, construction preparation, station houses, post-station and settlement period.
The synchronization primary field includes: the name is task _ name, the type is type, corresponding to the type in the slope diagram, the start time and the end time are play _ start _ time and play _ end _ time, the mileage is start _ range and end _ range, the associated work point is date _ work _ site _ id, and the completion percentage is actual _ percentage.
For the power migration and change data, the slope diagram module synchronizes the power migration and change data of more than 110kv from the logging module, and synchronizes the main fields: the name is line _ name, the voltage class is voltage _ classes, the mileage is mileage _ front _ unit | | | mileage _ front + mileage _ back, the planned completion time is play _ completion _ time, and the completion time is completion _ time.
For large temporary engineering data, a slope diagram module synchronizes beam fields, mixing stations and track temporary data in a recording module. Synchronization main field: the name of the name is the name of the name,
the center mileage is center _ range _ front _ unit | | center _ range _ front + center _ range _ back.
The slope diagram module is used for storing all synchronous data into a slope diagram information table, the slope diagram information table comprises information of all projects under each project type, and the project information comprises important information such as starting mileage, ending mileage, starting time, ending time and progress, associated work points and the like. The field information such as starting mileage, ending mileage, starting time, ending time and the like is used for positioning the engineering legend display position on the progress chart; the project progress field information is used for displaying the completion degree of a certain unit project; the project information progress data of the associated work points are calculated according to the work point procedure check completion data, and a unit project can be associated with a plurality of work points.
In this embodiment, the engineering quantity statistics module is configured to invoke the configuration management module and the slope map module, and output the progress data of the unit engineering according to the construction work point associated with the unit engineering, the engineering type corresponding to the construction work point, the statistical item code corresponding to the engineering type, and the engineering quantity conversion coefficient corresponding to the statistical item code.
EXAMPLE III
It is an object of the present embodiment to provide a computing device, comprising: the system comprises a processor, a memory and a bus, wherein the memory stores machine readable instructions executable by the processor, the processor and the memory are communicated through the bus when a computer device runs, and the machine readable instructions are executed by the processor to execute the automatic construction progress chart generation method based on the construction organization design.
Example four
An object of the present embodiment is to provide a computer-readable storage medium.
A computer-readable storage medium, on which a computer program is stored, which when executed by a processor performs the above-described method for automatically generating a construction progress map based on a construction organization design.
The steps involved in the apparatuses of the above second, third and fourth embodiments correspond to the first embodiment of the method, and the detailed description thereof can be found in the relevant description section of the first embodiment.
Although the embodiments of the present invention have been described with reference to the accompanying drawings, it is not intended to limit the scope of the present invention, and it should be understood by those skilled in the art that various modifications and variations can be made without inventive efforts by those skilled in the art based on the technical solution of the present invention.
Claims (10)
1. A construction progress chart automatic generation method based on construction organization design is characterized by comprising the following steps:
step 1: acquiring legends of different project types, statistical item codes corresponding to the different project types and project amount conversion coefficients corresponding to the statistical item codes;
and 2, step: associating the construction work point with the corresponding project type;
and 3, step 3: outputting progress data of the unit project according to the construction work point associated with the unit project, the project type corresponding to the construction work point, the statistical item code corresponding to the project type and the project amount conversion coefficient corresponding to the statistical item code;
and 4, step 4: and associating the corresponding project type legend according to the progress data, and outputting a construction progress chart.
2. The method for automatically generating the construction progress chart based on the construction organization design as claimed in claim 1, wherein in the step 1, the measuring modes of the engineering quantities of different engineering type legends comprise three measuring modes of length, quantity and volume;
the engineering type legend comprises a graph identification class, a line identification class and a block identification class;
the graph identification class includes: a tunnel, a prefabrication/beam storage yard, a track slab prefabrication yard, a mixing station, a track laying base, a welding rail factory, a station and a super bridge;
the line identification class includes: joint debugging, four-electric engineering, moving and modifying, track laying engineering, ballastless track bed, girder erection engineering and construction preparation;
the block identification class includes: the method comprises the following steps of roadbed earthwork and stone, a tunnel, preloading, continuous beam cast-in-place, station building and post-station, settling period and engineering below a super bridge.
3. The method as claimed in claim 1, wherein the step 3 specifically includes a work point progress measurement and a unit engineering measurement, and the work point progress measurement is: if the working point corresponds to a plurality of statistical item codes with the length as the engineering quantity metering mode, the proportion calculation mode of one statistical item code is as follows: the percentage of the completion amount corresponding to the statistical item code is multiplied by the ratio of the conversion coefficient corresponding to the statistical item code to the sum of the total conversion coefficients corresponding to the working points, and the ratio values of the statistical item codes with all the engineering quantity metering modes as lengths are accumulated; and outputting the project progress of all the statistic item codes with the length of the statistic field corresponding to the work point.
4. The method for automatically generating the construction progress chart based on the construction organization design as claimed in claim 3, wherein the work point progress measurement is as follows: if the work point corresponds to a plurality of statistical item codes which are in quantity in the engineering quantity metering mode, the proportion calculation mode of one statistical item code is as follows: the percentage of the completion amount corresponding to the statistical item code is multiplied by the ratio of the reduction coefficient corresponding to the statistical item code to the sum of the total reduction coefficients corresponding to the work point, and the percentage values of the statistical item codes with all the engineering quantity metering modes as quantity are accumulated; and outputting the project progress of all the statistical item codes of which the number is the statistical field corresponding to the work point.
5. The method for automatically generating the construction progress chart based on the construction organization design according to claim 4, wherein the work point progress measurement comprises: if the work point corresponds to a plurality of statistical item codes with volume as the engineering quantity metering mode, the proportion calculation mode of one statistical item code is as follows: the percentage of the completion amount corresponding to the statistical item code is multiplied by the ratio of the conversion coefficient corresponding to the statistical item code to the sum of the total conversion coefficients corresponding to the working points, and the ratio values of the statistical item codes with all the engineering quantity metering modes as volumes are accumulated; and outputting the project progress of all the statistical item codes of which the statistical fields corresponding to the work point are volumes.
6. The method as claimed in claim 5, wherein the engineering progress calculation of the work site is performed by accumulating the fractional values of the statistical item codes corresponding to the work site.
7. The method for automatically generating the construction progress chart based on the construction organization design according to claim 3, wherein the unit engineering measure specifically comprises: and multiplying the ratio of the task amount of the work points by the engineering progress of each construction work point, and accumulating the engineering progress of each construction work point.
8. A construction progress chart automatic generation system based on construction organization design is characterized by comprising:
the configuration management module is used for configuring legends of different engineering types, statistical item codes corresponding to the different engineering types and engineering quantity reduced coefficients corresponding to the statistical item codes;
the basic management module is used for inputting a construction group plan, associating a construction work point with a corresponding project type, inputting electric power migration and transformation data and inputting large temporary project data;
the engineering quantity counting module is used for calling the configuration management module and the basic management module to output the progress data of the unit engineering according to the construction work point related to the unit engineering, the engineering type corresponding to the construction work point, the counting item code corresponding to the engineering type and the engineering quantity conversion coefficient corresponding to the counting item code;
and the construction progress chart updating module is used for associating the corresponding project type legend according to the progress data output by the project amount counting module and outputting the construction progress chart.
9. A computer device, comprising: a processor, a memory and a bus, the memory storing machine readable instructions executable by the processor, the processor and the memory communicating via the bus when a computer device is running, the machine readable instructions when executed by the processor performing a method of automatically generating a construction progress map based on a construction organization design according to any one of claims 1 to 7.
10. A computer-readable storage medium, wherein the computer-readable storage medium stores thereon a computer program, and when the computer program is executed by a processor, the computer program performs a method for automatically generating a construction progress map based on a construction organization design according to any one of claims 1 to 7.
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