CN113362028A - Engineering on-line management method and system - Google Patents
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Abstract
The application discloses an engineering on-line management method and system, which comprises the following steps: acquiring a project progress plan, wherein the project progress plan comprises project completion expectation and project total; dividing the project schedule plan into n sub-plans based on preset division rules, wherein the n sub-plans are respectively defined as L1, L2, and Ln, and each sub-plan comprises project completion sub-expectation and plan completion quantity; when the project completion sub-expectation of Li is reached, acquiring current construction parameters, wherein i is less than n, and the current construction parameters comprise the current construction progress; judging whether the plan completion amount of Li is completed or not according to the current construction progress, and if not, adjusting the plan completion amount in the subsequent sub-plans based on a preset adjusting method; and if the project is finished, maintaining the current project schedule. And dividing the project schedule plan into a plurality of sub-plans, and automatically adjusting subsequent sub-plans according to a preset adjusting method when one sub-plan is not completed on time, so as to ensure that the whole project is completed in time.
Description
Technical Field
The present application relates to the field of engineering management, and in particular, to an engineering online management method and system.
Background
Whether the project can be completed smoothly within the preset time or not is directly related to the exertion of economic benefits brought by the project. In order to ensure that a project is completed on time as much as possible, a detailed project schedule is generally prepared before the start of the project, and the project is constructed according to the project schedule strictly in the construction process.
With the progress of the technology, carriers of the engineering schedule are transferred to an internet platform from paper, so that personnel in all links can conveniently know the engineering schedule at any time and any place, and data in engineering implementation can be quickly fed back to the engineering schedule.
In view of the above-mentioned related technologies, the inventor believes that the actual project falls behind in schedule, and still needs to adjust the project schedule in a manner of manual modification by the manager, and once the manager responds slowly, the deviation between the actual project schedule and the planned project schedule is larger and larger.
Disclosure of Invention
In order to improve the response speed when the progress is lagged, the application provides an engineering on-line management method and system.
In a first aspect, the present application provides an engineering online management method, which adopts the following technical scheme:
an engineering online management method comprises the following steps:
acquiring a project progress plan, wherein the project progress plan comprises project completion expectation and project total;
dividing the project progress plan into n sub-plans which are respectively defined as L1, L2, and Ln based on preset division rules, wherein the sub-plans comprise project completion sub-expectations and plan completion quantities, and the project completion sub-expectations corresponding to L1, L2, and Ln are arranged from morning to evening;
when the project completion sub-expectation of Li is reached, acquiring current construction parameters, wherein i is smaller than n, and the current construction parameters comprise the current construction progress;
judging whether the plan completion amount of Li is completed or not according to the current construction progress, and if not, adjusting the plan completion amount in the subsequent sub-plans based on a preset adjusting method; and if the project is finished, maintaining the current project schedule.
By adopting the technical scheme, the project schedule plan is divided into a plurality of sub-plans, and when one sub-plan is not completed on time, the subsequent sub-plans are automatically adjusted according to a preset adjusting method, so that the whole project is ensured to be completed in time.
Optionally, the preset adjusting method includes: calculating to obtain a plan unfinished amount corresponding to Li according to the current construction progress and the plan finished amount, adding the plan unfinished amount and the plan finished amounts from Lx to Ly to obtain a temporary plan finished amount, calculating whether the temporary plan finished amount can be finished in the project finishing sub-expectation of Ly based on a preset estimation method, and if yes, distributing the temporary plan finished amount to Lx,. If not, y = y +1, recalculating the temporary planning completion amount and judging whether the temporary planning completion amount can be completed within the project completion sub-expectation of Ly until y = n +1, wherein x = i +1, and the initial value of y is i + 1.
By adopting the technical scheme, when the project is adjusted, if the whole project can be timely completed after adjustment, the influence on the follow-up sub-plan is reduced as less as possible, the adjustment influence range is reduced, and the operation pressure is reduced.
Optionally, the current construction parameters further include current construction working hours and current constructor parameters, a pre-stored single historical construction efficiency is obtained according to the current constructor parameters, an estimated construction completion interval is obtained according to the single historical construction efficiency, the current constructor parameters and the current construction working hours, current construction quantity is obtained according to the current construction progress and the total project quantity, whether the current construction quantity is within the estimated construction completion interval is judged, and if not, an alarm signal is sent; if so, the operation is not performed.
By adopting the technical scheme, the actual construction completion condition is compared with the estimated completion condition calculated through historical data to judge whether the actual construction completion condition is reasonable, and if the actual construction completion condition is not reasonable, an alarm is generated to monitor whether data errors exist or engineering faking exists.
Optionally, the preset estimation method includes: and obtaining estimated constructors and estimated single-day working hours based on a manual input mode, obtaining estimated completion quantity according to the estimated constructors, the estimated single-day working hours, the single-person historical construction efficiency and corresponding project completion sub-expectations, comparing the estimated completion quantity with the temporary plan completion quantity, and completing the temporary plan completion quantity in the project completion sub-expectations of the Lm if the estimated completion quantity is greater than or equal to the temporary plan completion quantity.
By adopting the technical scheme, when the estimation completion amount is calculated, the construction efficiency of different people is distinguished, the error from the actual construction efficiency is reduced, and the estimation precision is improved.
Optionally, the method for obtaining the estimated completion amount according to the estimation of constructors, the estimation of single-day working hours, the acquisition of single-person historical construction efficiency and the corresponding engineering completion sub-expectation includes: the method comprises the steps of calling corresponding single historical construction efficiency according to estimated constructors, obtaining single-day estimated construction amount through estimating single-day working hours and single historical construction efficiency, adding all the single-day estimated construction amount to obtain single-day estimated construction total amount, obtaining working days according to project completion sub-expectation, and obtaining estimated completion amount according to the working days and the single-day estimated construction total amount.
Optionally, the estimating the single-day time includes estimating day time and estimating night time, the single-person historical construction efficiency includes day time construction efficiency and night construction efficiency, and the single-person single-day estimated construction amount = estimated day time day construction efficiency + estimated night time night construction efficiency.
Optionally, the method for judging whether the planned completion amount in Li is completed according to the current construction progress includes: adding the planned completion amounts corresponding to the L1, the L and the Li to obtain a current planned completion total amount, calculating a current planned progress according to the current planned completion total amount and the project total amount, comparing the current planned progress with the current construction progress, and if the current planned progress is less than or equal to the current construction progress, finishing the planned completion amount in the Li; otherwise, it is incomplete.
In a second aspect, the present application provides an engineering online management system, which adopts the following technical solutions:
an engineering on-line management system comprises a cloud platform, a user terminal and a management server,
the management server is used for generating a project schedule and uploading the project schedule to the cloud platform;
the field terminal is used for knowing a project schedule by accessing the cloud platform and uploading current construction parameters to the cloud platform periodically;
and the cloud platform is used for adjusting the subsequent project progress plan according to the current construction parameters.
In summary, the present application includes at least one of the following beneficial technical effects: the project progress plans are divided, so that a plurality of project completion sub-plans are obtained, when each project completion sub-plan arrives, whether the current sub-plan is completed or not can be judged according to current construction parameters, and if the project completion sub-plan is not completed, the subsequent sub-plans are automatically adjusted, so that the whole project progress can be completed on time.
Drawings
Fig. 1 is an overall flow diagram of an embodiment of the present application.
Detailed Description
The present application is described in further detail below with reference to fig. 1.
The embodiment of the application discloses an engineering on-line management method. Referring to fig. 1, the project online management method and system includes the following steps:
and S100, acquiring a project progress plan.
The project schedule is drawn up by project responsible persons before the project starts, and is input into the cloud platform after being audited by auditors. The project schedule includes a project completion expectation, which is an expiration date of the entire project, and a project total, which is a collection of job data for the entire project.
S200, dividing the project schedule into n sub-schedules based on a preset division rule.
Each sub-plan comprises a project completion sub-expectation and a plan completion amount, wherein the project completion sub-expectation is a preset completion date of the corresponding sub-plan, and the plan completion amount is part of operation data in the project total amount. The sub-plans are defined as L1, L2,. and Ln, respectively, in order from morning to evening, in terms of engineering completion sub-expectations.
There are various preset division rules, and the first division rule is divided according to the same time period, that is, the intervals between the preset completion dates of the adjacent sub-plans are the same, and correspondingly, the plan completion amount of each sub-plan is also the same. The second division rule is that the division is performed according to sub-projects, a complete project is formed by combining a plurality of sub-projects, and each sub-project is different in type, so that the plan completion amount in the corresponding sub-project is different, the interval between the preset completion dates of adjacent sub-projects is different, and the more the plan completion amount is, the longer the interval between the preset completion date of the corresponding sub-project and the preset completion date of the previous sub-project is. The specific division rule is determined by manual selection.
And S300, when the project of Li is completed, acquiring current construction parameters.
And i is smaller than n, because the project completion sub-expectation of Ln is the project completion expectation of the project schedule plan, when the project completion expectation is really reached, the whole project can be integrally summarized and reviewed without independently acquiring the current construction parameters corresponding to Ln. Except Ln, whether the other sub-plans complete the allocated plan completion amount on schedule or not has an influence on the subsequent sub-plans, so that the current construction parameters are acquired after each project completion sub-expectation arrives.
The current construction parameters comprise current construction progress, current construction working hours and current constructor parameters. The current construction progress is the completion progress of the whole project when the corresponding preset completion sub-expectation is reached, and is not the completion progress of the plan completion amount corresponding to a single sub-plan. The current-stage constructor parameters are parameters of all constructors participating in the corresponding sub-plans, the current-stage constructors are multiple, the current-stage constructors correspond to the constructors one by one, and each constructor has corresponding construction man-hour according to actual construction time. Further, the construction man-hours of the current period include the man-hours of the current period in the day and the man-hours of the current period in the night. During actual construction, the efficiency of night construction is lower than the efficiency of daytime construction due to external factors such as light, temperature and the like, and night construction can occupy the personal time of constructors, so that whether efficiency statistics or salary calculation is performed, the construction time is necessarily distinguished according to day and night, and subsequent data statistics and verification are facilitated.
S400, judging whether the plan completion amount of Li is completed or not according to the current construction progress, and if not, adjusting the plan completion amount in the subsequent sub-plans based on a preset adjusting method; and if the project is finished, maintaining the current project schedule.
When the planned completion amount of the previous sub-plan is not completed in time, the next sub-plan is not directly executed, but the amount that is not completed in the previous sub-plan is first completed, and then the next sub-plan is executed. This will certainly affect the execution of the next sub-plan, and it is easy to disturb the plan of the whole project because the sub-plan is not completed continuously in time. Therefore, it is necessary to determine whether the planned completion amount of Li is completed, and arrange the subsequent work according to the determination result.
The method for judging whether the planned completion amount in the Li is completed according to the current construction progress comprises the following steps: adding the planned completion amounts corresponding to the L1, the L and the Li to obtain a current planned completion total amount, calculating a current planned progress according to the current planned completion total amount and the project total amount, comparing the current planned progress with the current construction progress, and if the current planned progress is less than or equal to the current construction progress, finishing the planned completion amount in the Li; otherwise, it is incomplete.
In fact, the current plan schedule corresponding to each sub-plan is calculated directly after the sub-plans are divided. And when the corresponding project preset sub-expectation is reached, directly calling the current planned schedule of the corresponding Li. However, after the project schedule is adjusted, the current schedule also needs to be recalculated according to the above calculation method.
The preset adjusting method comprises the following steps:
and calculating to obtain a planned incomplete amount corresponding to Li according to the current construction progress and the planned finished amount, and adding the planned incomplete amount and the planned finished amount from Lx to Ly to obtain a temporary planned finished amount.
And calculating whether the temporary plan completion amount can be completed within the project completion sub-expectation of Ly based on a preset estimation method.
If yes, distributing the temporary plan completion amount to Lx, Ly to update the corresponding plan completion amount; if not, y = y +1, recalculating the temporary planning completion amount and judging whether the temporary planning completion amount can be completed within the project completion sub-expectation of Ly until y = n +1, wherein x = i +1, and the initial value of y is i + 1.
Taking the example of L1 being incomplete, the planned completion amount of L1 is initially increased by the planned completion amount of L2 to form a temporary planned completion amount, it is determined whether the temporary planned completion amount can be completed within the project completion sub-expectation of L2, and if the temporary planned completion amount can be completed, the planned completion amount of L2 is updated, and the remaining sub-plans after L2 are not changed. If the temporary planning completion amount cannot be completed, the temporary planning completion amount needs to be added with the planning completion amount of L3, whether a new temporary planning completion amount can be completed in the project completion sub-expectation of L3 is judged, if the new temporary planning completion amount can be completed, the new temporary planning completion amount is distributed to L2 and L3 according to a partition rule, if the new temporary planning completion amount cannot be completed, the judgment is carried out again after L4 is added, and so on, as the number of affected sub-tasks is increased, the time span is increased, the extra workload required to be completed by each sub-task is reduced, and the possibility that the work can be completed on time is increased.
In addition, the preset estimation method is as follows:
and acquiring estimated constructors and estimated single-day working hours based on a manual input mode.
And obtaining the estimated completion amount according to the estimated constructors, the estimated single-day working hours, the pre-stored single-person historical construction efficiency and the corresponding project completion sub-expectation.
Comparing the estimated completion amount with the temporary planning completion amount, and if the estimated completion amount is greater than or equal to the temporary planning completion amount, completing the temporary planning completion amount in the Lm project completion sub-expectation; otherwise, the project completion sub-expectation of Lm cannot complete the provisional planned completion amount.
In order to solve the construction vacancy caused by the amount of unfinished plans, the method can be started from a plurality of aspects, such as replacing constructors with higher construction efficiency, directly increasing the number of the constructors and increasing the construction working hours in the project completion sub-expectation. The construction time can be increased in daytime and/or at night, the difference between the daytime and the night is that the construction efficiency at night is low but the working days can be arranged at any working days, and the construction time in daytime can be increased only in rest days because the normal working days already occupy the daytime for working. However, in any of these means, it is necessary to consider costs and a reasonable arrangement of working time, and the increase in personnel and the increase in construction man-hours are not unlimited, so that it is likely that a plurality of means are combined to be used in practice. Therefore, the estimated constructors and the estimated single-day working hours need to be input by the working personnel.
The single historical construction efficiency is the data which is averagely obtained according to the construction efficiency of corresponding constructors in previous projects, and the single historical construction efficiency is more accurate along with the more projects participated by the constructors. For the constructors who do not finish the project, the corresponding single-person historical construction efficiency is an initial preset value.
The method for obtaining the estimated completion amount according to the estimation of constructors, the estimation of single-day working hours, the acquisition of single-person historical construction efficiency and the corresponding project completion sub-expectation comprises the following steps:
the method comprises the steps of calling corresponding single historical construction efficiency according to estimated constructors, obtaining single-day estimated construction amount through estimating single-day working hours and single historical construction efficiency, adding all the single-day estimated construction amount to obtain single-day estimated construction total amount, obtaining working days according to project completion sub-expectation, and obtaining estimated completion amount according to the working days and the single-day estimated construction total amount.
The single-day working hour estimation comprises day working hours estimation and night working hours estimation, and the single-person historical construction efficiency comprises day construction efficiency and night construction efficiency. The single-person single-day estimated construction amount = day time estimated + night time estimated.
In addition, in order to reduce the situations of data false report and data missing report, the current construction parameters are checked.
Specifically, the inspection method comprises the following steps: acquiring corresponding single historical construction efficiency according to the current-stage constructor parameters, acquiring an estimated construction completion interval according to the single historical construction efficiency, the current-stage constructor parameters and the current-stage construction man-hour, acquiring current-stage construction quantity according to the current construction progress and the total project quantity, judging whether the current construction quantity is in the estimated construction completion interval, and if not, sending an alarm signal; if so, the operation is not performed.
The alarm signal can be data projected on a monitoring screen so that a manager can know specific conditions, and can also be used for sending prompt short messages, WeChat and the like to the manager through a prestored contact way.
The embodiment of the application also discloses an engineering on-line management system, which comprises a cloud platform, a user terminal and a management server,
and the management server is used for generating a project schedule and uploading the project schedule to the cloud platform.
And the field terminal is used for knowing the project schedule by accessing the cloud platform and uploading current construction parameters to the cloud platform periodically.
And the cloud platform is used for adjusting the subsequent project progress plan according to the current construction parameters.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. An engineering online management method is characterized by comprising the following steps:
acquiring a project progress plan, wherein the project progress plan comprises project completion expectation and project total;
dividing the project progress plan into n sub-plans which are respectively defined as L1, L2, and Ln based on preset division rules, wherein the sub-plans comprise project completion sub-expectations and plan completion quantities, and the project completion sub-expectations corresponding to L1, L2, and Ln are arranged from morning to evening;
when the project completion sub-expectation of Li is reached, acquiring current construction parameters, wherein i is smaller than n, and the current construction parameters comprise the current construction progress;
judging whether the plan completion amount of Li is completed or not according to the current construction progress, and if not, adjusting the plan completion amount in the subsequent sub-plans based on a preset adjusting method; and if the project is finished, maintaining the current project schedule.
2. The on-line project management method according to claim 1, wherein the preset adjustment method comprises: calculating to obtain a plan unfinished amount corresponding to Li according to the current construction progress and the plan finished amount, adding the plan unfinished amount and the plan finished amounts from Lx to Ly to obtain a temporary plan finished amount, calculating whether the temporary plan finished amount can be finished in the project finishing sub-expectation of Ly based on a preset estimation method, and if yes, distributing the temporary plan finished amount to Lx,. If not, y = y +1, recalculating the temporary planning completion amount and judging whether the temporary planning completion amount can be completed within the project completion sub-expectation of Ly until y = n +1, wherein x = i +1, and the initial value of y is i + 1.
3. The project online management method according to claim 2, characterized in that: the current construction parameters also comprise current construction working hours and current constructor parameters, pre-stored single historical construction efficiency is obtained according to the current constructor parameters, an estimated construction completion interval is obtained according to the single historical construction efficiency, the current constructor parameters and the current construction working hours, current construction quantity is obtained according to the current construction progress and the total project quantity, whether the current construction quantity is in the estimated construction completion interval or not is judged, and if not, an alarm signal is sent; if so, the operation is not performed.
4. The project online management method according to claim 3, characterized in that: the preset estimation method comprises the following steps: and obtaining estimated constructors and estimated single-day working hours based on a manual input mode, obtaining estimated completion quantity according to the estimated constructors, the estimated single-day working hours, the single-person historical construction efficiency and corresponding project completion sub-expectations, comparing the estimated completion quantity with the temporary plan completion quantity, and completing the temporary plan completion quantity in the project completion sub-expectations of the Lm if the estimated completion quantity is greater than or equal to the temporary plan completion quantity.
5. The project online management method according to claim 4, characterized in that: the method for obtaining the estimated completion amount according to the estimation of constructors, the estimation of single-day working hours, the acquisition of single-person historical construction efficiency and the corresponding project completion sub-expectation comprises the following steps: the method comprises the steps of calling corresponding single historical construction efficiency according to estimated constructors, obtaining single-day estimated construction amount through estimating single-day working hours and single historical construction efficiency, adding all the single-day estimated construction amount to obtain single-day estimated construction total amount, obtaining working days according to project completion sub-expectation, and obtaining estimated completion amount according to the working days and the single-day estimated construction total amount.
6. The project online management method according to claim 5, characterized in that: the single-day estimated working hours comprise daytime working hours and nighttime working hours, the single-person historical construction efficiency comprises daytime construction efficiency and nighttime construction efficiency, and the single-person single-day estimated construction amount = daytime working hours, daytime construction efficiency + nighttime working hours, and nighttime construction efficiency.
7. The engineering online management method according to claim 1, characterized in that: the method for judging whether the planned completion amount in the Li is completed according to the current construction progress comprises the following steps: adding the planned completion amounts corresponding to the L1, the L and the Li to obtain a current planned completion total amount, calculating a current planned progress according to the current planned completion total amount and the project total amount, comparing the current planned progress with the current construction progress, and if the current planned progress is less than or equal to the current construction progress, finishing the planned completion amount in the Li; otherwise, it is incomplete.
8. An engineering on-line management system is characterized in that: comprises a cloud platform, a user terminal and a management server,
the management server is used for generating a project schedule and uploading the project schedule to the cloud platform;
the field terminal is used for knowing a project schedule by accessing the cloud platform and uploading current construction parameters to the cloud platform periodically;
and the cloud platform is used for adjusting the subsequent project progress plan according to the current construction parameters.
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| CN116843163A (en) * | 2023-08-29 | 2023-10-03 | 邹城市美安电子科技有限公司 | Management system for building construction progress |
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