CN115880396B - Automatic construction progress chart generation system and method based on construction organization design - Google Patents
Automatic construction progress chart generation system and method based on construction organization design Download PDFInfo
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Abstract
The invention belongs to the technical field of construction project management, and provides a construction progress chart automatic generation system and method based on construction organization design, wherein the construction progress is automatically calculated and the engineering progress data is updated in real time through the engineering type corresponding to the acquired related data, the construction work point associated with the engineering type and the corresponding engineering quantity folding coefficient under the engineering type; by allocating different legends to each engineering type, each engineering type is distinguished and the 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 an automatic construction progress chart 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 necessarily constitute prior art.
With the development of cities and the progress of society, engineering progress management is more and more necessary. At present, in the implementation process of engineering construction projects, construction progress data acquisition is usually carried out in a manual recording and calculating mode by engineering technicians, time and labor are wasted, calculation accuracy cannot be guaranteed, progress management of the construction projects cannot be mastered in time, the construction progress is easy to slow, quality guarantee and quality guarantee are difficult to achieve, construction planning is achieved in a quality-guaranteeing mode, a construction progress judging method is mainly used for a construction progress method at present, the construction progress judging method is mainly suitable for balanced projects, namely the daily progress and the completion amount are the same, and for the types of projects with uneven investment, judgment of the method is generally inaccurate and deviation is large. In a construction project, when more than one type of project is involved, then the manner in which the construction progress of each type of project is calculated is not necessarily exactly the same, resulting in complexity in the calculation of the construction progress of the project. In addition, in the process of implementing engineering construction projects, after the calculation of various engineering construction progress data is completed, the construction progress can only be displayed in a data form or in a single graph, and the construction progress of various projects under one engineering project can not be displayed in an visualized manner.
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 construction progress chart automatic generation method based on construction organization design, which are used for automatically calculating construction progress and updating engineering progress data in real time for the engineering type corresponding to the acquired related data, the construction work point related to the engineering type and the corresponding engineering quantity folding coefficient under the engineering type; by allocating different legends to each engineering type, each engineering type is distinguished and the corresponding construction progress is displayed when the construction progress diagram 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 map based on construction organization design, including:
step 1: obtaining legends of different engineering types, statistical item codes corresponding to the different engineering types and engineering quantity folding coefficients corresponding to the statistical item codes;
step 2: associating the construction work point with the corresponding engineering type;
step 3: outputting progress data of the unit engineering according to the construction work points related to the unit engineering, the engineering types corresponding to the construction work points, the statistical item codes corresponding to the engineering types and the engineering quantity reduction coefficients corresponding to the statistical item codes;
step 4: and outputting a construction progress chart according to the corresponding project type legend of the progress data association.
In a second aspect, the present invention provides an automatic construction progress chart generating system based on construction organization design, including:
the configuration management module is used for configuring different engineering type legends, statistical item codes corresponding to different engineering types and engineering quantity folding coefficients corresponding to the statistical item codes;
the foundation management module is used for inputting a construction group plan, associating construction work points with corresponding engineering types, inputting electric power migration data and inputting large temporary engineering data;
the project quantity statistics module is used for calling the configuration management module and the foundation management module to output the progress data of the unit projects according to the construction work points related to the unit projects, the project types corresponding to the construction work points, the statistics item codes corresponding to the project types and the project quantity folding coefficients corresponding to the statistics item codes;
and the construction progress chart updating module is used for outputting a construction progress chart according to the corresponding engineering type legend associated with the progress data output by the engineering quantity counting module.
In a third aspect, an embodiment of the present invention provides a computer apparatus, including: the system comprises a processor, a memory and a bus, wherein the memory stores machine-readable instructions executable by the processor, when the computer device runs, the processor and the memory are communicated through the bus, 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 having a computer program stored thereon, which when executed by a processor performs a method for automatically generating a construction progress map based on a construction organization design as described above.
The one or more of the above technical solutions have the following beneficial effects:
in the invention, the construction progress is automatically calculated and the engineering progress data is updated in real time by acquiring the engineering type corresponding to the related data, the construction work point related to the engineering type and the corresponding engineering quantity folding coefficient under the engineering type; by allocating different legends to each engineering type, each engineering type is distinguished and the corresponding construction progress is displayed when the construction progress diagram is displayed. In addition, the construction progress diagram can be screened according to requirements, only data of a certain engineering type are displayed, and the mileage position and the planned construction time period of each engineering in the project belonging to the engineering type and the construction progress of each engineering can be clearly checked.
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 included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the invention.
FIG. 1 is a flow chart of a method for automatically generating a construction progress chart based on construction organization design in accordance with a first embodiment of the present invention;
FIG. 2 is a schematic diagram of a middle rail laying project, an oversized bridge lower project, a tunnel, a bridge, and a roadbed earth and stone block according to an embodiment of the present invention;
FIG. 3 is a schematic diagram of a beam erecting project, a track slab prefabrication field, a preloading, a station building and a post-station four-electrical engineering drawing in a first embodiment of the invention;
FIG. 4 is a schematic diagram of a construction preparation, joint debugging, rail laying base, rail welding plant, prefabricated beam storage field and ballastless track bed in accordance with the first embodiment of the present invention;
fig. 5 is a schematic diagram of a continuous beam cast-in-situ, settling period, mixing station, and station diagram in accordance with an embodiment of the present invention.
Detailed Description
It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the invention. 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 1
As shown in fig. 1, this embodiment discloses a method for automatically generating a construction progress chart based on construction organization design, which includes:
step 1: obtaining legends of different engineering types, statistical item codes corresponding to the different engineering types and engineering quantity folding coefficients corresponding to the statistical item codes;
step 2: associating the construction work point with the corresponding engineering type;
step 3: outputting progress data of the unit engineering according to the construction work points related to the unit engineering, the engineering types corresponding to the construction work points, the statistical item codes corresponding to the engineering types and the engineering quantity reduction coefficients corresponding to the statistical item codes;
step 4: and outputting a construction progress chart according to the corresponding project type legend of the progress data association.
In this embodiment, in step 1, the engineering types specifically include tens of major areas 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 folding coefficients have three metering modes, namely: 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: tunnel, precast beam storage field, track slab precast field, mixing station, track laying base, track welding field, station and super bridge;
the line identification class includes: joint debugging, four-electricity engineering, migration and modification, rail laying engineering, ballastless rail bed, girder erecting engineering, construction preparation and girder erecting engineering;
the block identification class includes: roadbed earth and stone, tunnel, preloading, continuous beam cast-in-situ, station building, post-station, settling period and engineering of the lower part of an oversized bridge.
One engineering specialty includes one or more different statistics, for example, taking the high-speed railroad bridge engineering specialty as an example, the high-speed railroad bridge engineering statistics "coefficient of folding-bridge-foundation", code: zhxs-dq-jc, the folding coefficient value: 0.35, in terms of units of measure: forming bridge rice, and measuring: volume. The statistics term "reduction coefficient-bridge-cap", encoding: zhxs-dq-ct, coefficient of folding: 0.05, metering mode: volume. The statistical term "reduction coefficient-mid-bridge-support", encoding: zhxs-zq-zz, coefficient of folding: 0.03, metering mode: number, etc.
One statistical item includes a plurality of EBScode sets, i.e., component sets, under coding. Such as statistical item coding: and under zhxs-dq-jc, different component types such as hole digging piles, concrete, land piles, water piles and the like and corresponding EBS codes are included. Each component type (EBS code) corresponds to a respective different attribute of length, volume, etc.
In step 2 of the present embodiment, the construction site is associated with the corresponding construction site according to the entered construction plan, and power relocation data and large-scale temporary engineering data are obtained. Wherein each construction site has a corresponding engineering type.
In this embodiment, the group plan, the power relocation data, and the large-scale temporary engineering data are acquired in accordance with the field synchronization, and a slope map information table having id-related information for the data acquired from the group plan is output.
Specifically, one or more benches are associated under one project, one or more unit projects are associated under one benchmarking, the unit projects are specially distinguished, and the specific professions comprise tens 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, high-speed railway communication projects and the like. 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 a construction plan, the rest types of data of the girder lower structure are synchronously removed, wherein the data comprise roadbed earthwork, tunnel, station, super bridge, preloading, joint debugging, four-electric engineering, track laying engineering, ballastless track bed, girder erecting engineering, continuous girder cast-in-situ, construction preparation, station room, post-station and settlement period.
The synchronization main field includes: name, i.e. task_name, type, corresponding to the type in the slope map, start time and end time, i.e. plant_start_time, plant_end_time, mileage, i.e. start_mill, end_mill, associated work point, i.e. date_work_site_id, percentage of completion, i.e. actual_percentage.
For the power transition data, the main field is synchronized by synchronizing the power transition data above 110 kv: the name is line_name, the voltage level is voltage_class, the mileage is mill_front_unit||mill_front+mill_back, and the completion time is plan_completion_time, and the completion time is completion_time.
For large temporary engineering data, the beam field, the mixing station and the large track temporary data are synchronized. Synchronization main field: the name is the name of the name,
center mileage is center_mill_front_unit center_mill_front+center_mill_back.
In this embodiment, by storing all the synchronized data in the slope map information table, the slope map information table includes information of all the projects under each project type, and the project information includes important information such as a starting mileage, an ending mileage, a starting time, an ending time, a progress, an associated work point, and the like. The field information such as the starting mileage, the ending mileage, the starting time, the 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 related work points is calculated according to the work point procedure report completion data, and a plurality of work points can be related to unit projects.
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 folding coefficient corresponding to the statistical item code.
Specifically, the progress condition of the unit engineering is obtained through the calculation of the progress of each construction site.
After the synchronous construction plan is acquired, the slope map information table id is associated with the construction plan task information table task_id, which indicates that the data is synchronized from the construction plan task information table, and the completion percentage value in the construction plan task information table, namely the progress_schedule_task, is preferentially acquired and updated to the slope map information table engineering progress field.
It should be noted that: after the synchronous construction plan is acquired, a slope map information table, i.e. id=task_id construction plan task information table, represents that this information is acquired from the construction plan task information table, and indicates that the slope map information table id is associated with the construction plan task information table task_id, and directly takes the value of the progress_schedule_task, i.e. the construction plan task information table completion percentage, i.e. the actual_percentage field, as data of the construction progress field of the slope map information table.
And secondly, the data without the association relationship is not the data obtained from the construction project task information table, but the data obtained from the power transition and major project data table or manually added in the maintenance of the slope map data. The project progress data calculation of these data is also divided into two types: firstly, if no related working points exist, the engineering progress of the data can be modified only by manual work; second, the associated worksite is then updated according to the following engineering progress calculation:
1. inquiring the position tree id set of the construction work point of the position tree, namely treeId set, according to the specialty of the unit project to which the construction work point id inquiry belongs, and inquiring the sum of the folding coefficients according to the statistical codes in the engineering quantity statistical table.
2. And circularly traversing the statistical coding, inquiring the coded data in the engineering quantity statistical table to obtain an ebsId set which is a set of the coded EBS coding ids, and inquiring the set of the part tree according to the ebsId set and the treeId set to obtain the part tree data with a set quantity.
And searching the treeId set which passes the process examination and approval and is completely completed in a layered manner under the construction work point in the process table, and obtaining the part tree data of the completion amount according to the completed ebsId set and the treeId set query part tree set.
Specifically, one working point corresponds to a plurality of statistic item codes, different statistic item codes correspond to different metering modes, and when the metering modes are respectively length, quantity and volume, the calculation modes are as follows:
(1) When the statistic field is the length, the "percentage of completion" of a statistic item code "=sum, i.e. the length attribute of each part completed corresponding to the statistic item code of the work point/sum, i.e. the length attributes of all parts corresponding to the statistic item code of the work point; a formula of the completion amount duty ratio of the statistical term coding: percentage completion code reduction coefficient/(sum of total reduction coefficient). And accumulating the statistics item code duty ratio data with the statistics field corresponding to the work point as the length to obtain the engineering progress of all the statistics item codes with the statistics field corresponding to the work point as the length.
(2) When the statistics field is the number, the "percentage of the completion amount" of one statistics item code=sum, that is, the number attribute of each completed part corresponding to the statistics item code of the work point/sum, that is, the number attribute of all parts corresponding to the statistics item code of the work point; a formula of the completion amount duty ratio of the statistical term coding: percentage completion code reduction coefficient/(sum of total reduction coefficient). And accumulating the statistics item coding duty ratio data of which the statistics field corresponds to one working point is the number, and obtaining the engineering progress of all the statistics item codes of which the statistics field corresponds to the working point is the length.
(3) When the statistic field is a volume, the "percentage of the total amount" of one statistic item code "=sum, i.e. the volume attribute of each part of the complete corresponding to the statistic item code of the working point/sum, i.e. the volume attribute of all parts corresponding to the statistic item code of the working point; a formula for the duty cycle of the statistical term code: and (3) the completion quantity percentage is the sum of the coding folding coefficient/(the total folding coefficient), and the statistics field corresponding to one working point is the statistics item coding duty ratio data of the quantity, so that the engineering progress of all the statistics item codes with the statistics field corresponding to the working point as the length is obtained.
Wherein, one statistic item code corresponds to a plurality of component codes, the completion amount of one statistic code is the sum of the number of all components corresponding to the completion report approval, and the design amount of one statistic code is the design total amount of all components corresponding to the statistic code.
In addition, the above mentioned total coefficient of folding is the sum of the coefficient of folding corresponding to each of all the corresponding statistical item codes under the working point.
And the engineering progress of one working point is obtained by accumulating the corresponding duty ratio data of all the statistical item codes.
Taking a bridge as an example, a certain bridge is taken as 1 working point, 20 piers 120 piles and 20 hole beams are designed, the designed quantity position tree data refer to 20 piers 120 piles and 20 hole beams, the statistical term codes zhxs-dq-d represent piers, accounting for 0.3 (folding coefficient) of bridge engineering quantity, and the work load in the completion of the piers is evaluated by pouring cubic concrete; the statistic item codes zhxs-dq-z represent piles, accounting for 0.3 of bridge engineering quantity (folding coefficient), and the amount of work in the pile completion is calculated and evaluated by pouring cubic concrete; the statistic item codes zhxs-dq-l represent beams, accounting for 0.4 (folding coefficient) of bridge engineering quantity, and the work load of the beams is calculated and is evaluated by the length of the beams which are up to several meters; the number of piers which are currently constructed and approved is 12, the number of piles is 72, the number of beams is 10, and the completion percentage of the whole bridge is counted. Percentage of complete bridge = (percentage of complete pier [ equal to complete volume/design volume ] × coefficient of fold of pier/(coefficient of fold of pier + coefficient of fold of beam) +percentage of pile [ equal to complete volume/design volume ] × coefficient of fold of pile + coefficient of fold of beam) +percentage of complete beam [ equal to complete volume/design volume ] × coefficient of fold of beam)/(coefficient of fold of pile + coefficient of fold of beam).
In this embodiment, for a unit project, a plurality of work points are associated with a unit project, and the project progress of each work point is multiplied by the ratio of the task amounts of each work point, and then accumulated, to obtain the project progress of the unit project.
For example: the unit engineering a is associated with 3 working points, the design quantity of the 3 working points is 300m,150m and 500m respectively, the three working points are used for demodulating the coefficient interfaces, and the respective engineering progress 0.6,0.8,0.5 (the interfaces return 4 decimal places) is returned;
engineering progress = 300/(300+150+500) × 0.6+150/(300+150+500) × 0.8+500/(300+150+500) × 0.5 (decimal place reserved for 4 bits) per engineering a.
In the embodiment, in step 4, different engineering type legends are associated according to the progress data output by the engineering statistics module, and a construction progress chart is output.
Specifically, the output construction progress chart uses project mileage as a main horizontal axis, construction segments as a secondary horizontal axis, and the total project period uses month as a main vertical axis, and the data and progress of each project type are displayed in a pattern manner.
In the construction progress chart, the horizontal axis display content includes:
unified mileage: displaying mileage data from a starting point to a finishing point of the project;
construction standard section: dividing and displaying the construction benchmarks according to the starting and ending mileage data of each construction benchmarks;
profile: displaying a station legend according to the starting mileage data and the ending mileage data;
rail laying base and mixing station: displaying a mixing station and a track slab prefabricated field legend according to the starting mileage data and the ending mileage data;
beam manufacturing field: displaying a prefabricated beam storage field legend according to the starting mileage data and the ending mileage data;
super bridge and tunnel: and displaying the legends of the super bridge and the tunnel according to the starting mileage data and the ending mileage data.
In the construction progress chart, the starting mileage and the ending mileage are taken as horizontal axes, the construction starting time period and the construction ending time period are taken as vertical axes, and a linear engineering legend of the engineering progress is displayed: joint debugging, four-electricity engineering, migration and modification, rail laying engineering, ballastless rail bed, girder erecting engineering and construction preparation;
block type Cheng Tuli for displaying engineering progress with the starting and ending mileage as the horizontal axis and the construction starting and ending time period as the vertical axis: roadbed earth and stone, tunnel, preloading, continuous beam cast-in-situ, station building, post-station, settling period and engineering of the lower part of an oversized bridge.
Example two
The embodiment provides a construction progress chart automatic generation system based on construction organization design, which comprises the following components:
the configuration management module is used for configuring different engineering type legends, statistical item codes corresponding to different engineering types and engineering quantity folding coefficients corresponding to the statistical item codes;
the foundation management module is used for inputting a construction group plan, associating construction work points with corresponding engineering types, inputting electric power migration data and inputting large temporary engineering data;
the project quantity statistics module is used for calling the configuration management module and the foundation management module to output the progress data of the unit projects according to the construction work points related to the unit projects, the project types corresponding to the construction work points, the statistics item codes corresponding to the project types and the project quantity folding coefficients corresponding to the statistics item codes;
and the construction progress chart updating module is used for outputting a construction progress chart according to the corresponding engineering type legend associated with the progress data output by the engineering quantity counting module.
In this embodiment, in the configuration management module, the engineering types include tens of specific professions 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 folding coefficients have three metering modes, namely: length, number, volume.
In this embodiment, the foundation management module is configured to record a construction plan, associate a construction site with a corresponding construction site, record power relocation data, and record large temporary engineering data. Wherein each construction site has a corresponding engineering type.
The foundation management module is also used for checking the components of the construction site.
And the slope map module is used for synchronously importing a construction group plan, power migration data and large temporary engineering data from the basic management module according to fields and outputting a slope map information table, wherein the slope map information table has id associated information for the data acquired from the construction group plan.
In this embodiment, the system may further include a slope map module, configured to synchronously import the group allocation plan, the power relocation data, and the large temporary engineering data from the base management module according to a field, and output a slope map information table. Wherein the slope map information table has id-related information for data obtained from the construction plan.
In the slope map module, associated data are associated, specifically, one or more benches are associated under one project, one or more unit projects are associated under one benchmarking, the unit projects are specially distinguished, and specific professions comprise tens 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, high-speed railway communication projects and the like. 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 map module synchronously removes the rest types of data of the girder lower structure from the input module, including roadbed earthwork, tunnel, station, super bridge, preloading, joint debugging, four-electric engineering, rail laying engineering, ballastless rail bed, girder erection engineering, continuous girder cast-in-situ, construction preparation, station house and post-station and settlement period.
The synchronization main field includes: name, i.e. task_name, type, corresponding to the type in the slope map, start time and end time, i.e. plant_start_time, plant_end_time, mileage, i.e. start_mill, end_mill, associated work point, i.e. date_work_site_id, percentage of completion, i.e. actual_percentage.
For the power transition data, the slope map module synchronizes the power transition data with the power of more than 110kv from the input module, and synchronizes the main fields: the name is line_name, the voltage level is voltage_class, the mileage is mill_front_unit||mill_front+mill_back, and the completion time is plan_completion_time, and the completion time is completion_time.
For large temporary engineering data, the slope map module synchronizes beam field, mixing station and track critical data from the input module. Synchronization main field: the name is the name of the name,
center mileage is center_mill_front_unit center_mill_front+center_mill_back.
The slope map module is used for storing all the synchronous data into a slope map information table, wherein the slope map 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, progress, associated working points and the like. The field information such as the starting mileage, the ending mileage, the starting time, the 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 related work points is calculated according to the work point procedure report completion data, and a plurality of work points can be related to unit projects.
In this embodiment, the engineering quantity statistics module is configured to invoke the configuration management module and the slope map module to output progress data of the unit engineering according to the construction site associated with the unit engineering, the engineering type corresponding to the construction site, the statistics item code corresponding to the engineering type, and the engineering quantity reduction coefficient corresponding to the statistics item code.
Example III
It is an object of the present embodiment to provide a computing device comprising: the automatic construction progress chart generation method based on the construction organization design comprises a processor, a memory and a bus, wherein the memory stores machine-readable instructions executable by the processor, when the computer device runs, the processor and the memory are communicated through the bus, 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 IV
An object of the present embodiment is to provide a computer-readable storage medium.
A computer-readable storage medium having stored thereon a computer program which, when executed by a processor, performs a construction progress chart automatic generation method based on a construction organization design as described above.
The steps involved in the devices of the second, third and fourth embodiments correspond to those of the first embodiment of the method, and the detailed description of the embodiments can be found in the related description section of the first embodiment.
While the foregoing description of the embodiments of the present invention has been presented in conjunction with the drawings, it should be understood that it is not intended to limit the scope of the invention, but rather, it is intended to cover all modifications or variations within the scope of the invention as defined by the claims of the present invention.
Claims (9)
1. The automatic construction progress chart generation method based on construction organization design is characterized by comprising the following steps of:
step 1: obtaining legends of different engineering types, statistical item codes corresponding to the different engineering types and engineering quantity folding coefficients corresponding to the statistical item codes; the engineering quantity measuring modes of different engineering type legends comprise three measuring modes of length, quantity and volume;
step 2: associating the construction work point with the corresponding engineering type;
step 3: outputting progress data of the unit engineering according to the construction work points related to the unit engineering, the engineering types corresponding to the construction work points, the statistical item codes corresponding to the engineering types and the engineering quantity reduction coefficients corresponding to the statistical item codes;
respectively obtaining statistical item codes corresponding to construction work points according to different metering modes; obtaining the engineering progress of all the statistical item codes corresponding to the length or the volume or the number in the calculation mode of the construction site according to the completion percentage of each statistical item code corresponding to the length or the volume or the number in the measurement mode, the corresponding folding coefficient of the statistical item codes and the total folding coefficient corresponding to the construction site; accumulating the duty ratio data of all the statistic item codes corresponding to the construction work point to obtain the engineering progress of the construction work point; multiplying the ratio of the task amount of the construction work points by the engineering progress of each construction work point, and accumulating the engineering progress of each construction work point to obtain the progress of unit engineering;
one statistic item code corresponds to a plurality of component codes, and the completion amount of one statistic item code is the sum of the number of all components which are corresponding to the completion report approval;
step 4: and outputting a construction progress chart according to the corresponding project type legend of the progress data association, wherein the construction progress chart comprises information of all projects under each project type, and the project information comprises a starting mileage, an ending mileage, a starting time, an ending time, a progress and associated working points, and counting the project information of each project type according to a synchronous field mode.
2. The method for automatically generating a construction progress map based on construction organization design according to claim 1, wherein in the step 1,
the engineering type legend comprises a graph identification class, a line identification class and a block identification class;
the graph identification class includes: tunnel, prefabrication/beam storage field, track slab prefabrication field, mixing station, track laying base, track welding factory, station and super bridge;
the line identification class includes: joint debugging, four-electricity engineering, migration and modification, rail laying engineering, ballastless rail bed, girder erecting engineering and construction preparation;
the block identification class includes: roadbed earth and stone, tunnel, preloading, continuous beam cast-in-situ, station building, post-station, settling period and engineering of the lower part of an oversized bridge.
3. The automatic construction progress chart generation method based on construction organization design according to claim 1, wherein in the step 3, the method specifically comprises a construction point progress meter and a unit engineering meter, and the construction point progress meter is as follows: if the working point corresponds to a plurality of statistical item codes with the engineering quantity metering mode being length, the duty ratio calculation mode of one statistical item code is as follows: the percentage of the completion corresponding to the statistic code is multiplied by the coefficient of folding corresponding to the statistic code, the ratio of the sum of the total folding coefficients corresponding to the working points is added up to the duty ratio value of the statistical item codes with all engineering quantity metering modes being the length; and outputting the engineering progress coded by all statistical items with the length of the statistical field corresponding to the working point.
4. The automatic construction progress map generating method based on construction organization design according to claim 3, wherein the construction point progress meter is: if the work point corresponds to a plurality of statistical item codes which are the number of the engineering quantity measuring modes, the duty ratio calculating mode of one statistical item code is as follows: the percentage of the completion corresponding to the statistic code is multiplied by the coefficient of folding corresponding to the statistic code, the ratio of the sum of the total folding coefficients corresponding to the working points is added up, and the calculation modes of all the engineering quantities are the ratio values of the statistical item codes of the quantity; and outputting the project progress coded by all statistical items with the number of the statistical fields corresponding to the working point.
5. The automatic construction progress map generating method based on construction organization design according to claim 4, wherein the construction point progress meter is: if the working point corresponds to a plurality of statistical item codes which are the engineering quantity metering modes and are the volumes, the duty ratio calculation mode of one statistical item code is as follows: the percentage of the completion corresponding to the statistic code is multiplied by the coefficient of folding corresponding to the statistic code, the ratio of the sum of the total folding coefficients corresponding to the working points is added up to the duty ratio value of the statistical item codes of which all engineering quantity metering modes are volumes; and outputting the engineering progress of which the statistical field corresponding to the working point is the all statistical item codes of the volume.
6. The automatic construction progress chart generation method based on construction organization design according to claim 5, wherein the engineering progress calculation mode of the construction points is to accumulate the duty ratio values of the statistic item codes corresponding to the construction points.
7. An automatic construction progress chart generation system based on construction organization design, which is characterized by comprising:
the configuration management module is used for configuring different engineering type legends, statistical item codes corresponding to different engineering types and engineering quantity folding coefficients corresponding to the statistical item codes; the engineering quantity measuring modes of different engineering type legends comprise three measuring modes of length, quantity and volume;
the foundation management module is used for inputting a construction group plan, associating construction work points with corresponding engineering types, inputting electric power migration data and inputting large temporary engineering data;
the project quantity statistics module is used for calling the configuration management module and the foundation management module to output the progress data of the unit projects according to the construction work points related to the unit projects, the project types corresponding to the construction work points, the statistics item codes corresponding to the project types and the project quantity folding coefficients corresponding to the statistics item codes; respectively obtaining statistical item codes corresponding to construction work points according to different metering modes; obtaining the engineering progress of all the statistical item codes corresponding to the length or the volume or the number in the calculation mode of the construction site according to the completion percentage of each statistical item code corresponding to the length or the volume or the number in the measurement mode, the corresponding folding coefficient of the statistical item codes and the total folding coefficient corresponding to the construction site; accumulating the duty ratio data of all the statistic item codes corresponding to the construction work point to obtain the engineering progress of the construction work point; multiplying the ratio of the task amount of the construction work points by the engineering progress of each construction work point, and accumulating the engineering progress of each construction work point to obtain the progress of unit engineering;
one statistic item code corresponds to a plurality of component codes, and the completion amount of one statistic item code is the sum of the number of all components which are corresponding to the completion report approval;
and the construction progress chart updating module is used for associating corresponding project type legends according to the progress data output by the project quantity counting module, outputting a construction progress chart, wherein the construction progress chart comprises information of all projects under each project type, the project information comprises a starting mileage, an ending mileage, a starting time, an ending time, a progress and associated project points, and counting the project information of each project type according to a synchronous field mode.
8. 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 in communication via the bus when the computer device is running, the machine-readable instructions when executed by the processor performing a construction schedule automatic generation method based on a construction organization design as claimed in any one of claims 1 to 6.
9. A computer-readable storage medium, wherein a computer program is stored on the computer-readable storage medium, and when the computer program is executed by a processor, the computer program performs a construction progress chart automatic generation method based on construction organization design according to any one of claims 1 to 6.
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