CN110968751B - Dynamic display method and device for engineering project capital curve - Google Patents
Dynamic display method and device for engineering project capital curve Download PDFInfo
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Abstract
The application discloses a dynamic display method of an engineering project fund curve, which comprises the following steps: importing a construction progress plan; importing an engineering management part tree; importing original engineering quantity of an engineering project contract; establishing a first associated data model; establishing a second associated data model; generating and storing a planned fund data model between a predetermined time period and a corresponding planned fund expenditure based on the first associated data model and the second associated data model and based on the total construction period of the engineering project; based on the actual progress information filled by the constructors, an actual fund data model between a predetermined time period and the corresponding actual fund expenditure is generated and stored. The design of the method can conveniently and visually display the information of the planned capital expenditure and the actual capital expenditure in each preset time period. In addition, the application also discloses a dynamic display device for the engineering project fund curve.
Description
Technical Field
The present disclosure relates to engineering project display technologies, and in particular, to a method and an apparatus for dynamically displaying an engineering project capital curve.
Background
In the field of engineering project construction, project capital cost is involved, and although project capital planning and actual expenditure records exist at present, the current method is not intuitive. The specific month or week, the planned fund and the actual expenditure are related, and the comparison between the planned fund and the actual expenditure is basically that corresponding data is obtained by inquiring a corresponding chart, so that time and labor are wasted, the efficiency is low, and the method is not intuitive.
In addition, in the construction process of the conventional engineering project, the actual execution condition of the schedule compiled by the construction unit is reported to the construction unit after the schedule is manually filled by the construction unit or the supervision unit. For large-scale projects, whether the specific execution condition is consistent with the reported condition is often not verified, so that the actual construction progress known by a construction unit is inconsistent with the actual construction progress finished on site. The management of the planned schedule and the actual schedule by the construction unit is not standardized and systematic, and is inefficient.
Moreover, the existing project progress auditing mode is that after the staff reports the finished workload, the staff is handed to the superior leader to audit, but the true situation is that the superior leader cannot verify the authenticity of the staff reporting information, so that the problems that the staff misreports the project quantity and the superior leader cannot obtain the completely true project progress occur.
Finally, the inventory project volume is the basis for pricing the construction project. The current common practice for inventory engineering volume generation is: according to the regulations of relevant drawings, engineering geological reports, design atlas, engineering quantity calculation specifications, construction site conditions, engineering characteristics, conventional construction schemes and the like, the engineering quantity of the proposed project is calculated manually, and finally, list data is formed and displayed in a form of a table or a document. In fact, with the mode of presenting the inventory engineering quantity data using tables or documents, the problem is not great when the engineering is simple or the number of inventories is small. However, when the project becomes complicated or the number of the list becomes large, the readability of the list project amount is reduced as the data amount becomes large, and the compiling speed and quality of the list are affected. Especially, the condition of list item missing often appears in the compiling process for professionals with insufficient working experience.
Disclosure of Invention
The technical problem to be solved by the application is to provide a dynamic display method for a project capital curve, the design of the method can conveniently and visually display the information of the planned capital expenditure and the actual capital expenditure in each preset time period, and accordingly, the running condition of the project progress can be checked from the cost perspective very conveniently. In addition, another technical problem to be solved by the present application is to provide a dynamic display device for engineering project capital curves.
In order to solve the above technical problem, the present application provides a dynamic display method for an engineering project fund curve, including:
importing a construction progress plan, wherein the construction progress plan comprises one or more work task items, and the work task items comprise planned start time and planned completion time;
importing an engineering management part tree which is of a hierarchical structure; the project management part tree comprises at least one project management part module; the project management part module comprises at least one project management part; the project management site includes at least one project component;
importing original work volume of a contract of an engineering project, wherein the original work volume of the contract comprises a list code, a list name, project characteristics, a list work volume and list unit price information;
establishing a first associated data model, and determining planned starting time and planned completion time of each engineering management part; the first incidence relation is the incidence relation between the work task item and the engineering management part;
establishing a second associated data model, and determining the engineering quantity and unit price information of each engineering management part; the second associated data model is the association relation between the project management part and the original project amount list
Generating and storing a planned fund data model between a predetermined time period and a corresponding planned fund expenditure based on the first associated data model and the second associated data model and based on the total construction period of the engineering project;
generating a construction state of the engineering management part based on the actual progress information filled by the constructors: actual fund data models between predetermined time periods and corresponding actual fund expenditures are generated and stored based on the construction state, not constructed, constructed and constructed.
Optionally, the method further includes:
generating a planned fund curve and an actual fund curve on a terminal interface based on the stored planned fund data model and the actual fund data model based on a predetermined time period input by an operator.
Optionally, according to the planned completion time of the project management part, the planned completion time is collected on a horizontal axis of a coordinate system, and the sum of theoretical construction costs of the project management parts is collected on a vertical axis of the coordinate system, so that the planned fund curve is generated on the coordinate system.
Optionally, according to the actual completion time of the project management part, the actual completion time is collected on a horizontal axis of a coordinate system, and the sum of the actual construction cost of each project management part is collected on a vertical axis of the coordinate system, so that the actual fund curve is generated on the coordinate system.
Optionally, the method further includes:
outputting planned image progress engineering quantity of each engineering management part constructed in a preset time period based on the first associated data model;
receiving the filling operation of constructors, and acquiring the actual image progress engineering quantity of each engineering management part constructed in the preset time period;
and receiving the preset time period input by an operator, and automatically outputting the ratio of the actual image progress engineering quantity to the planned image progress engineering quantity.
Optionally, the step of outputting the planned visual progress quantities of each engineering management part constructed within a predetermined time period based on the first associated data model includes:
generating an avatar progress plan within the predetermined time period based on the first associated data model; the image progress plan comprises planned image progress sub-project quantities of each project management part planned to be constructed in the preset time period;
and generating the project amount of the planned image progress based on the sum of the sub-project amounts of the planned image progress of each project management part.
Optionally, the step of receiving the report operation of the constructor and acquiring the actual image progress engineering quantity of each engineering management part constructed within the preset time period includes:
receiving actual progress filling information filled by constructors, wherein the filling information comprises the construction state of a project management part: not built, under construction or built;
filling project management positions in the established or established construction state, wherein the actual progress filling information comprises actual image progress sub-project quantities of each project management position in the preset time period;
and generating the actual image drawing progress engineering quantity based on the sum of the actual image progress sub-engineering quantities of all the engineering management parts.
In addition, in order to solve the above technical problem, the present application further provides a dynamic display device for engineering project fund curves, including:
the system comprises a first importing unit, a second importing unit and a third importing unit, wherein the first importing unit is used for importing a construction progress plan, the construction progress plan comprises one or more work task items, and the work task items comprise planned start time and planned completion time;
the second import unit is used for importing an engineering management part tree which is of a hierarchical structure; the project management part tree comprises at least one project management part module; the project management part module comprises at least one project management part; the project management site includes at least one project component;
the third import unit is used for importing the contract original engineering quantity of the engineering project, wherein the contract original engineering quantity comprises a list code, a list name, project characteristics, a list engineering quantity and list unit price information;
the first establishing unit is used for establishing a first associated data model and determining the planned start time and the planned completion time of each project management part; the first incidence relation is the incidence relation between the work task item and the engineering management part;
the second establishing unit is used for establishing a second associated data model and determining the project amount and unit price information of each project management part; the second associated data model is an associated relation between the project management part and an original project amount list;
the first generation unit is used for generating and storing a planned fund data model between a preset time period and a corresponding planned fund expenditure on the basis of the first associated data model and the second associated data model and the whole construction period of the engineering project;
and the second generation unit is used for generating and storing an actual fund data model between a preset time period and the corresponding actual fund expenditure on the basis of the actual progress information filled by the constructors.
Optionally, the method further includes:
the first output unit is used for outputting the planned image progress engineering quantity of each engineering management part constructed in a preset time period based on the first associated data model;
the first acquisition unit is used for receiving the filling operation of constructors and acquiring the actual image progress engineering quantity of each engineering management part constructed in the preset time period;
and the second output unit is used for receiving the preset time period input by an operator and automatically outputting the ratio of the actual image progress engineering quantity to the planned image progress engineering quantity.
In the application, a dynamic display method for an engineering project fund curve comprises the following steps: importing a construction progress plan, wherein the construction progress plan comprises one or more work task items, and the work task items comprise planned start time and planned completion time; importing an engineering management part tree which is of a hierarchical structure; the project management part tree comprises at least one project management part module; the project management part module comprises at least one project management part; the project management site includes at least one project component; importing original work volume of a contract of an engineering project, wherein the original work volume of the contract comprises a list code, a list name, project characteristics, a list work volume and list unit price information; establishing a first associated data model, and determining planned starting time and planned completion time of each engineering management part; the first incidence relation is the incidence relation between the work task item and the engineering management part; establishing a second associated data model, and determining the engineering quantity and unit price information of each engineering management part; the second associated data model is an associated relation between the project management part and an original project amount list; generating and storing a planned fund data model between a predetermined time period and a corresponding planned fund expenditure based on the first associated data model and the second associated data model and based on the total construction period of the engineering project; based on the actual progress information filled by the constructors, an actual fund data model between a predetermined time period and the corresponding actual fund expenditure is generated and stored.
In the method design, because the planned fund data model and the actual fund data model based on any preset time period exist, when the preset time period is input, the method design can conveniently and intuitively display the information of the planned fund expenditure and the actual fund expenditure in each preset time period, and accordingly, the operation condition of the project progress can be checked from the cost perspective.
In addition, the technical effect of the dynamic display device for the engineering project fund curve provided by the application is the same as that of the method, and the details are not repeated herein.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and those skilled in the art can also obtain other drawings according to the drawings without creative efforts.
FIG. 1 is a logic flow diagram of a method for dynamically displaying an engineering project capital curve in one embodiment of the present application;
fig. 2 is a functional block diagram of a dynamic display method of an engineering project fund curve according to an embodiment of the present application.
Detailed Description
In order to make the technical solutions of the present invention better understood, 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.
In some of the flows described in the present specification and claims and in the above figures, a number of operations are included that occur in a particular order, but it should be clearly understood that these operations may be performed out of order or in parallel as they occur herein, with the order of the operations being indicated as 101, 102, etc. merely to distinguish between the various operations, and the order of the operations by themselves does not represent any order of performance. Additionally, the flows may include more or fewer operations, and the operations may be performed sequentially or in parallel. It should be noted that, the descriptions of "first", "second", etc. in this document are used for distinguishing different messages, devices, modules, etc., and do not represent a sequential order, nor limit the types of "first" and "second" to be different.
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, fig. 1 is a logic flow diagram of a dynamic displaying method of an engineering project fund curve according to an embodiment of the present application.
As shown in fig. 1, in an embodiment, the present application provides a method for dynamically displaying an engineering project fund curve, including:
step S101: importing a construction progress plan, wherein the construction progress plan comprises one or more work task items, and the work task items comprise planned start time and planned completion time;
step S102: importing an engineering management part tree which is of a hierarchical structure; the project management part tree comprises at least one project management part module; the project management part module comprises at least one project management part; the project management site comprises at least one project component;
step S103: importing original work volume of a contract of an engineering project, wherein the original work volume of the contract comprises a list code, a list name, project characteristics, a list work volume and list unit price information;
step S104: establishing a first associated data model, and determining planned starting time and planned completion time of each engineering management part; the first incidence relation is the incidence relation between the work task item and the engineering management part;
step S105: establishing a second associated data model, and determining the engineering quantity and unit price information of each engineering management part; the second associated data model is an associated relation between the project management part and the original project amount list;
step S106: generating and storing a planned fund data model between a predetermined time period and a corresponding planned fund expenditure based on the first associated data model and the second associated data model and based on the whole construction period of the engineering project;
step S107: generating a construction state of the engineering management part based on the actual progress information filled by the constructors: actual fund data models between predetermined time periods and corresponding actual fund expenditures are generated and stored based on the construction state, not constructed, constructed and constructed.
In the method design, because the planned fund data model and the actual fund data model based on any preset time period exist, when the preset time period is input, the method design can conveniently and intuitively display the information of the planned fund expenditure and the actual fund expenditure in each preset time period, and accordingly, the operation condition of the project progress can be checked from the cost perspective.
In the above-described embodiments, further improvements can be made.
For example, the method further comprises the following steps: generating a planned fund curve and an actual fund curve on the terminal interface based on the stored planned fund data model and the actual fund data model based on the predetermined time period input by the operator.
In the above-described embodiments, further improvements can be made. For example, the planned completion time is collected on the horizontal axis of the coordinate system and the sum of the theoretical costs of each project management site is collected on the vertical axis of the coordinate system based on the planned completion time of the project management site, thereby generating a planned capital curve on the coordinate system.
Further, according to the actual completion time of the project management parts, the actual completion time is collected on the horizontal axis of the coordinate system, and the sum of the actual construction cost of each project management part is collected on the vertical axis of the coordinate system, so that an actual fund curve is generated on the coordinate system.
In addition, in the above-described embodiments, further improvements can be made.
For example, based on the first associated data model, outputting the planned image progress engineering quantity of each engineering management part constructed in a preset time period;
receiving the filling operation of constructors, and acquiring the actual image progress engineering quantity of each engineering management part constructed in a preset time period;
and receiving a preset time period input by an operator, and automatically outputting the ratio of the actual image progress engineering quantity to the planned image progress engineering quantity.
In the method design, the planned image progress engineering quantity of each engineering management part is generated through the first associated data model, and the actual image progress engineering quantity of each engineering management part constructed in a preset time period is obtained through the filling operation of constructors. When the constructor needs to inquire the corresponding project progress, the system can automatically output the planned image progress engineering quantity of a certain month or a certain week and the actual image progress engineering quantity stored in the early stage only by inputting a corresponding time period, such as a certain month or a certain week, and obtain the ratio of the planned image progress engineering quantity and the actual image progress engineering quantity, so that the project progress completion rate at the current moment can be obtained. Of course, if a past month or a week is inputted by the construction side, the planned visual progress project quantity of the past month or the week and the actual visual progress project quantity stored in the previous period can be obtained, and the ratio of the planned visual progress project quantity and the actual visual progress project quantity is obtained, so that the completion rate of the project progress of the past month or the week can be obtained.
In conclusion, compared with the original manual operation mode, the design can automatically output the completion rate of the project progress based on the input time period, and is simple, reliable and high in efficiency; and the progress plan of the construction unit can be checked and corrected very conveniently based on the automatically output project progress completion rate.
In the above-described embodiments, further improvements can be made.
For example, the step of outputting the planned visual progress project amount of each project management part constructed in a predetermined time period based on the first associated data model includes:
generating an image progress plan within a predetermined time period based on the first associated data model; the image progress plan comprises planned image progress sub-project quantities of each project management part planned to be constructed in a preset time period; and generating the project amount of the planned image progress based on the sum of the sub-project amounts of the planned image progress of each project management part.
Because there are many project management parts, the sum of the sub-project quantities of the planned image progress of each project management part is counted to obtain the project quantity of the planned image progress.
In addition, the step of receiving the filling operation of the constructor and acquiring the actual image progress engineering quantity of each engineering management part constructed in a preset time period comprises the following steps:
receiving actual progress filling information filled by constructors, wherein the filling information comprises the construction state of a project management part: not built, under construction or built; filling project management positions in a built or established construction state, wherein the actual progress filling information comprises actual image progress sub-project quantities of each project management position in a preset time period; and generating the actual image progress drawing engineering quantity based on the sum of the actual image progress sub-engineering quantities of all the engineering management parts.
Because there are many project management parts, the sum of the sub-project quantities of the actual image progress of each project management part is counted to obtain the project quantity of the planned image progress.
The following describes the application of the above technical solution in a specific application scenario:
specifically, in the above steps, the project management part tree of the project is sorted and built according to the construction range of the project.
The engineering components with the same management attributes correspond to the same engineering management part. For example, a frame beam, a frame column, a structural column, a floor slab and the like in the building engineering, the system further comprises an engineering management part module, the engineering management part module comprises a plurality of engineering management parts, wherein engineering components with the same management attribute correspond to the same engineering management part, for example, all the frame beams on the same layer are divided into an engineering management part A. The project management part can be understood as a management object of a project, and the division of the management object is customized, such as: the engineering components can be a plurality of layers, one engineering component can be one layer, or one engineering component can be a plurality of layers. The built project management part also comprises an image progress index associated with each project management part and a planned image progress project amount corresponding to each index.
And the construction party sorts and records the bid engineering quantity list into the platform. And the original project amount list of the sorting and inputting platform needs to be checked and locked by a construction party. The locked work volume list cannot be modified or adjusted.
The imported original engineering quantity list comprises list codes, list names, item characteristics, list engineering quantities and list unit price information.
Decomposing the sorted and input original project amount list into each specific project management part, and determining the list project amount associated with each project management part.
Such as "list code in original engineering quantity list: BT9101B25001, list name: concrete cast-in-place pile' with a total contract amount of 3000m3The project management parts related to the current list comprise a 1# pile foundation of a main control building, a 2# pile foundation, an … … 145# pile foundation and a 1# pile foundation of a main transformer foundation, a 2# pile foundation and a … … 15# pile foundation, so that the corresponding 'list code' of each project management part is determined according to a construction drawing: BT9101B25001, list name: concrete cast-in-place pile' specific engineering quantity: master control building 1# pile foundation 15m3And 2# pile foundation 15m3… … 145# pile foundation 20m3And decomposing the engineering quantity corresponding to each part related to the list in turn.
And decomposing the engineering parts of other original engineering quantity lists in sequence by the same method.
After the original project amount list is decomposed, the project management part has the information of the related list project amount and list unit price.
And importing a progress plan of the project, and establishing an association relation between a project progress plan task item and a project management part. The imported schedule includes one or more work task items with a schedule start time and a schedule completion time. And establishing an incidence relation between the task item and the engineering management part.
Acquiring actual progress filling information of a constructor, and according to the acquired actual progress filling information, synchronously acquiring the construction state of a project part: not built, under construction and built.
For a project site whose state is established, the information includes an actual start time and an actual completion time.
An automatically generated projected funds curve is generated. The horizontal axis of the projected funds curve is the month and the vertical axis is the projected funds amount.
After the incidence relation between the task item and the project part is established, the project management part has the plan starting time and the plan finishing time.
Horizontal axis: collecting according to the planned completion time of the engineering management part;
longitudinal axis: and calculating the theoretical cost of the engineering management part (the associated list engineering quantity and the list price, and if a plurality of lists are associated, taking the total price of the plurality of lists).
And automatically generating a value-of-production fund curve according to the established project part. The horizontal axis is the month and the vertical axis is the amount of finished output.
Horizontal axis: collecting according to the actual completion time of the engineering management part;
longitudinal axis: calculating the theoretical cost of the project management part (list project amount associated with the price of the project, if there are multiple lists associated with the project management part, the price of the multiple lists is taken)
The yield-capital curve is a dynamic process that dynamically changes according to the actual project management site completed each month.
The two curves are displayed on one graph, the plan fund and the actual output value of the same month can be visually compared, the execution of the project plan is rechecked from the construction cost dimension, and whether the project plan is actually consistent with the plan or not can be judged.
In addition, an embodiment of an apparatus is provided in the present application corresponding to the above method embodiment, please refer to fig. 2, and fig. 2 is a functional block diagram of a dynamic display method for an engineering project fund curve in an embodiment of the present application.
In one embodiment, as shown in fig. 2, the dynamic display device for engineering project fund curves comprises:
the system comprises a first import unit, a second import unit and a third import unit, wherein the first import unit is used for importing a construction progress plan, the construction progress plan comprises one or more work task items, and the work task items comprise planned start time and planned completion time;
the second import unit is used for importing an engineering management part tree, and the engineering management part tree is of a hierarchical structure; the project management part tree comprises at least one project management part module; the project management part module comprises at least one project management part; the project management site comprises at least one project component;
the third import unit is used for importing the contract original engineering quantity of the engineering project, wherein the contract original engineering quantity comprises a list code, a list name, project characteristics, a list engineering quantity and list unit price information;
the first establishing unit is used for establishing a first associated data model and determining the planned start time and the planned completion time of each project management part; the first incidence relation is the incidence relation between the work task item and the engineering management part;
the second establishing unit is used for establishing a second associated data model and determining the engineering quantity and unit price information of each engineering management part; the second associated data model is an associated relation between the project management part and the original project amount list;
the first generation unit is used for generating and storing a planned fund data model between a preset time period and the corresponding planned fund expenditure on the basis of the first associated data model and the second associated data model and the whole construction period of the engineering project;
and the second generation unit is used for generating and storing an actual fund data model between a preset time period and the corresponding actual fund expenditure on the basis of the actual progress information filled by the constructors.
In the above embodiment, further improvement can be made, for example, the apparatus further includes:
the first output unit is used for outputting the planned image progress engineering quantity of each engineering management part constructed in a preset time period based on the first associated data model;
the first acquisition unit is used for receiving the filling operation of constructors and acquiring the actual image progress engineering quantity of each engineering management part constructed within a preset time period;
and the second output unit is used for receiving the preset time period input by the operator and automatically outputting the ratio of the actual image progress engineering quantity to the planned image progress engineering quantity.
It can be clearly understood by those skilled in the art that, for convenience and brevity of description, the specific working processes and technical effects of the above-described systems, apparatuses and units may refer to the corresponding processes in the foregoing method embodiments, and are not described herein again.
The above-described embodiments of the apparatus are merely illustrative, and the units described as separate parts may or may not be physically separate, and the parts displayed as units may or may not be physical units, may be located in one place, or may be distributed on a plurality of network units. Some or all of the modules may be selected according to actual needs to achieve the purpose of the solution of the present embodiment. One of ordinary skill in the art can understand and implement it without inventive effort.
Through the above description of the embodiments, those skilled in the art will clearly understand that each embodiment can be implemented by software plus a necessary general hardware platform, and certainly can also be implemented by hardware. With this understanding in mind, the above-described technical solutions may be embodied in the form of a software product, which can be stored in a computer-readable storage medium, such as ROM/RAM, magnetic disk, optical disk, etc., and includes instructions for causing a computer device (which may be a personal computer, a server, or a network device, etc.) to execute the methods of the various embodiments or some parts of the embodiments.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (3)
1. A dynamic display method for an engineering project fund curve is characterized by comprising the following steps:
importing a construction progress plan, wherein the construction progress plan comprises one or more work task items, and the work task items comprise planned start time and planned completion time;
importing an engineering management part tree which is of a hierarchical structure; the project management part tree comprises at least one project management part module; the project management part module comprises at least one project management part; the project management site includes at least one project component;
importing contract original engineering quantities of engineering projects, wherein the contract original engineering quantities comprise list codes, list names, project characteristics, list engineering quantities and list unit price information, and the contract original engineering quantities comprise the list codes, the list names, the project characteristics, the list engineering quantities and the list unit price information;
establishing a first associated data model, and determining planned starting time and planned completion time of each engineering management part; the first associated data model is an association relation between the work task item and the engineering management part;
establishing a second associated data model, and determining the engineering quantity and unit price information of each engineering management part; the second associated data model is an associated relation between the project management part and an original project amount list;
generating and storing a planned fund data model between a predetermined time period and a corresponding planned fund expenditure based on the first associated data model and the second associated data model and based on the total construction period of the engineering project;
generating a construction state of the engineering management part based on the actual progress information filled by the constructors: generating and storing an actual fund data model between a predetermined time period and a corresponding actual fund expenditure based on the construction state, when not constructed, constructed and constructed;
generating a planned fund curve and an actual fund curve on a terminal interface based on the stored planned fund data model and the stored actual fund data model based on a preset time period input by an operator;
outputting planned image progress engineering quantity of each engineering management part constructed in a preset time period based on the first associated data model;
receiving the filling operation of constructors, and acquiring the actual image progress engineering quantity of each engineering management part constructed in the preset time period;
receiving the preset time period input by an operator, and automatically outputting the ratio of the actual image progress engineering quantity to the planned image progress engineering quantity;
the step of outputting the planned image progress engineering quantity of each engineering management part constructed in a preset time period based on the first associated data model comprises the following steps:
generating an avatar progress plan within the predetermined time period based on the first associated data model; the image progress plan comprises planned image progress sub-project quantities of each project management part planned to be constructed in the preset time period;
generating the project amount of the planned image progress based on the sum of the sub-project amounts of the planned image progress of each project management part;
the step of receiving the filling operation of constructors and acquiring the actual image progress engineering quantity of each engineering management part constructed in the preset time period comprises the following steps:
receiving actual progress filling information filled by constructors, wherein the filling information comprises the construction state of a project management part: not built, under construction or built;
filling project management positions in the established or established construction state, wherein the actual progress filling information comprises actual image progress sub-project quantities of each project management position in the preset time period;
and generating the actual image progress engineering quantity based on the sum of the actual image progress sub-engineering quantities of all the engineering management parts.
2. The dynamic presentation method of an engineering project capital curve according to claim 1, wherein the planned completion time is collected on a horizontal axis of a coordinate system and a sum of theoretical construction costs of each engineering management site is collected on a vertical axis of the coordinate system according to the planned completion time of the engineering management site, thereby generating the planned capital curve on the coordinate system.
3. The dynamic presentation method of an engineering project capital curve according to claim 1, wherein the actual completion time is collected on a horizontal axis of a coordinate system and the sum of the actual construction cost of each engineering management site is collected on a vertical axis of the coordinate system according to the actual completion time of the engineering management site, thereby generating the actual capital curve on the coordinate system.
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