A monitoring system for engineering supervision information management platform

Abstract

The present invention discloses a monitoring system for an engineering supervision information management platform, which relates to the technical field of engineering supervision, and solves the problem that if a corresponding project is not analyzed to determine whether there is a catch-up project, and if the catch-up project catches up with the construction progress of the current project, the construction progress of the catch-up project will be stagnant. The present invention analyzes whether the progress of the corresponding project exceeds the standard or is abnormal, and adjusts the data in time, so as to improve the supervision effect of different projects and make progress. Based on the construction progress and the determined completion time interval, it is determined whether there is a corresponding catch-up project in the normal construction process of the project, and then based on the specific value of the catch-up project, the catch-up time is determined, and before the catch-up time arrives, personnel scheduling is done in advance, and the progress of the corresponding project is analyzed to determine whether it exceeds the standard or is abnormal, and the data is adjusted in time, so as to improve the supervision effect of different projects and make progress.

Description

Technical Field

[0001] The present invention relates to the technical field of engineering supervision, and in particular to an engineering supervision information management platform monitoring system. Background Art

[0002] Engineering supervision refers to a professional service activity in which a supervision unit with relevant qualifications is entrusted by Party A to monitor Party B's engineering construction on behalf of Party A in accordance with the engineering project construction documents approved by the state, relevant laws and regulations on engineering construction, engineering construction supervision contracts and other engineering construction contracts.

[0003] The application with patent publication number CN101261700A discloses a project management cloud platform system with material tracking function. Through this system, not only can the standardization, process-based, information-based, visual and intelligent supervision work be achieved, but also various materials involved in the project can be identified, tracked, monitored and managed, thereby achieving full and comprehensive management of the project and improving the sophistication and efficiency of management.

[0004] In the process of construction progress supervision, the project supervisor needs to determine the progress of each different construction project and then adjust it. Based on the progress changes of different construction projects, the changes in the construction projects should be determined and personnel adjustments should be made in a timely manner. However, the original adjustment method did not analyze whether there are any catching-up projects in the corresponding projects. If the catching-up projects catch up with the construction progress of this project, the construction progress of the catching-up projects will be stagnant, thereby causing delays in the construction period and affecting the overall supervision and control effect of the entire project. Summary of the invention

[0005] In view of the deficiencies in the prior art, the present invention provides a monitoring system for an engineering supervision information management platform, which solves the problem of not analyzing whether there is a catch-up project for the corresponding project. If the catch-up project catches up with the construction progress of the current project, the construction progress of the catch-up project will be stagnant.

[0006] To achieve the above objectives, the present invention is implemented through the following technical solutions: a monitoring system for an engineering supervision information management platform, comprising:

[0007] The progress data acquisition end acquires the construction progress of different construction projects in the construction section;

[0008] The construction project sorting end sorts different construction projects in the same construction section. The sorting criteria are sorted according to the construction sequence of the projects to generate a construction project sorting table.

[0009] The progress data analysis end generates a construction progress change curve based on the different construction progresses generated by different construction projects, analyzes the construction progress change curve, generates analysis results, displays signals and produces a construction project processing table. The specific methods are as follows:

[0010] Based on the different construction progresses generated by different time units of different construction projects, a construction progress change curve is generated based on the specific numerical trend of time;

[0011] Confirm the trend values ​​of adjacent points in the construction progress change curve, where the trend value is the slope, and the slope = Δy / Δx, where Δ is the difference between adjacent points, which is the difference between the latter point and the former point;

[0012] The confirmed groups of slopes are processed for variance to determine a group of difference values ​​Fc to be checked

[0013] The difference value Fc to be checked is compared with the preset parameter Y1, where Y1 is a preset value. When Fc≥Y1, the corresponding construction project is marked as an abnormal project. When Fc<Y1, the corresponding construction project is marked as a normal project, and the abnormal project is removed from the construction project sorting table to generate a construction project processing table, and the construction project processing table is transmitted to the project data assessment terminal;

[0014] The completion time analysis end determines the maximum and minimum construction progress of different projects from the construction progress change curve, and generates a set of progress intervals. Based on this progress interval and the remaining section length of the corresponding construction project, the completion time interval is generated. The specific method is as follows:

[0015] Mark the progress intervals of the proposed different projects as X k [J min , J max ], where k represents different construction projects, and then the remaining length of the road section corresponding to the construction project is determined and marked as SY k ;

[0016] use: Generate the completion time interval [T min , T max ];

[0017] The confirmed completion time intervals [T min , T max ] is transmitted to the project data assessment terminal;

[0018] The project data assessment end determines whether the next group of construction projects of the corresponding construction project will constitute a catch-up project of the previous group of construction projects according to the construction project processing table and the completion time interval of each group of construction projects, and marks the project. The specific method is as follows:

[0019] Based on the construction project processing table, confirm the completion time interval of the first group of construction projects, and then determine the completion time interval of the next group of construction projects of this construction project. Cross-compare the two groups of completion time intervals to confirm whether there is an overlapping time period. If there is an overlapping time period, confirm the proportion of the overlapping time period in the completion time interval of the first group of construction projects. If the proportion value is ≥Y2, where Y2 is a preset value, the next group of construction projects will be marked as the catch-up project of the previous group of construction projects. Otherwise, no marking will be performed. The adjacent construction projects in the construction project processing table will be processed in turn, and the catch-up projects will be marked.

[0020] From the construction project processing table, determine the progress interval X between the corresponding catch-up project and the previous group of construction projects k [J min , J max ], the maximum value of the progress interval of the catch-up project is calibrated as Jm, the minimum value of the progress interval of the previous group of construction projects is calibrated as Ja, and the section interval length CD between the two groups of construction projects is determined. The catch-up time value T1 is determined by: Jm×T1=Ja×T1+CD, and the catch-up time value T1 is analyzed to see whether it is less than the completion time interval [T min , T max ], if T1 is less than T min , then the catch-up mark of the catch-up item will be removed;

[0021] If T1 ≥ T min , then continue to maintain the catch-up mark of the corresponding catch-up project, add the confirmed catch-up time value T1, and transmit the processed construction project processing table to the personnel deployment end.

[0022] Preferably, the project sorting table generated by the construction project sorting end is transmitted to the progress data analysis end.

[0023] Preferably, the personnel deployment end, based on the received construction project processing table, confirms the catch-up project marked internally, and at the same time confirms the catch-up time value T1 added internally, extracts the minimum value based on the numerical values ​​of several catch-up time values ​​T1, and marks the catch-up project corresponding to the minimum value as the project to be adjusted, and displays the catch-up time value T1 and the project to be adjusted.

[0024] The present invention provides a monitoring system for an engineering supervision information management platform. Compared with the prior art, it has the following beneficial effects:

[0025] The present invention obtains the construction progress of different construction projects, generates a construction project ranking table based on the ranked construction projects, determines whether the progress of the construction project is abnormal based on the numerical change of its construction progress, determines the abnormal project, analyzes whether the progress of the corresponding project exceeds the standard or is abnormal, and adjusts the data in time, thereby improving the supervision effect of different projects and making progress;

[0026] Subsequently, based on the construction progress and the determined completion time range, determine whether there are corresponding catch-up projects during the normal construction process of the project. Then, based on the specific values ​​of the catch-up projects, determine the catch-up time. Before the catch-up time arrives, make personnel dispatch in advance, analyze whether the progress of the corresponding projects exceeds the standard or is abnormal, and make timely data adjustments to improve the supervision effect of different projects and make progress updates. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 It is a schematic diagram of the principle framework of the present invention;

[0028] Figure 2 This is a schematic diagram for determining abnormal items. DETAILED DESCRIPTION

[0029] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0030] Embodiment 1

[0031] See also Figure 1 , the present application provides a monitoring system for an engineering supervision information management platform, including a progress data acquisition terminal, a construction project sorting terminal, a progress data analysis terminal, a project data assessment terminal, a completion time analysis terminal, and a personnel deployment terminal;

[0032] The construction project sorting end and the progress data acquisition end are both electrically connected to the progress data analysis end input node, and the progress data analysis end is electrically connected to the completion time analysis end and the project data assessment end input node, and the completion time analysis end is electrically connected to the project data assessment end input node, and the project data assessment end is electrically connected to the personnel deployment end input node;

[0033] The progress data acquisition end acquires the construction progress of different construction projects in the construction section, where the construction progress is given by the corresponding third-party quality inspection or confirmed by the third-party quality inspection on site, and the data is transmitted to this system. Subsequently, the progress data acquisition end acquires data and transmits the acquired construction progress to the progress data analysis end.

[0034] The construction project sorting end sorts different construction projects in the same construction section. The sorting criteria are sorted according to the construction order of the projects, and a construction project sorting table is generated. The generated construction project sorting table is transmitted to the progress data analysis end. The construction order of the projects is prepared in advance by the construction personnel. During the construction process, different construction projects will be included, such as steel structure construction projects and cement soil construction projects. The cement soil construction project must be located after the steel structure construction project, so it is necessary to sort them according to the order and generate a construction project sorting table.

[0035] Combination Figure 2 The progress data analysis end generates a construction progress change curve based on the different construction progresses generated by different construction projects, analyzes the construction progress change curve, generates analysis results, and displays signals for the third party to make corresponding management measures. The specific methods of analysis are:

[0036] Based on the different construction progresses generated by different time units of different construction projects, a construction progress change curve is generated based on the specific numerical trend of time;

[0037] Confirm the trend values ​​of adjacent points in the construction progress change curve, where the trend value is the slope, and the slope = Δy / Δx, where Δ is the difference between adjacent points, which is the difference between the latter point and the former point;

[0038] The confirmed groups of slopes are subjected to variance processing to determine a group of difference values ​​Fc to be checked, wherein the specific method of performing variance processing is:

[0039] Label several groups of slopes as X i , where i = 1, 2, ..., n, several groups of slopes X i Perform mean processing and determine a set of mean values ​​Jz to be processed;

[0040] use: Determine the difference Fc to be checked;

[0041] The difference Fc to be checked is compared with the preset parameter Y1, where Y1 is a preset value, and its specific value is determined by the operator based on experience. When Fc≥Y1, the corresponding construction project is marked as an abnormal project, otherwise, the corresponding construction project is marked as a normal project, and the abnormal projects are removed from the construction project sorting table to generate a construction project processing table, and the construction project processing table is transmitted to the project data assessment terminal.

[0042] For abnormal projects, unified management is required to analyze whether the progress of the corresponding projects exceeds the standard or is abnormal, and make timely data adjustments to improve the supervision effect of different projects and make progress.

[0043] The completion time analysis end determines the maximum and minimum construction progress of different projects from the construction progress change curve, and generates a set of progress intervals. Based on the progress intervals and the remaining length of the corresponding construction project, the completion time interval is generated. The specific method of generating the interval is:

[0044] Mark the progress intervals of the proposed different projects as X k [J min , J max ], where k represents different construction projects, and then the remaining length of the road section corresponding to the construction project is determined and marked as SY k ;

[0045] use: Generate the completion time interval [T min , T max ];

[0046] The confirmed completion time intervals [T min , T max ] is transmitted to the project data assessment terminal;

[0047] Due to the random changes in the construction progress, the confirmed completion time is inaccurate. Therefore, the only way to lock the corresponding time change interval is to determine the time interval, and then display it. The determined time interval is confirmed according to the corresponding progress parameters, and the remaining sections of the corresponding construction project can also be directly obtained. Through the corresponding section parameters and the corresponding progress parameters, the expected completion time of the corresponding construction project can be preliminarily estimated, and a set of intervals can be determined. This interval is only used for numerical calculation and is not displayed. The confirmed completion time interval is transmitted to the project data assessment end.

[0048] Embodiment 2

[0049] In the specific implementation process of this embodiment, the construction progress and engineering progress of each project are supervised to determine whether there are corresponding problems in its construction progress or engineering progress, and a corresponding signal to be processed is generated and transmitted to the personnel deployment terminal;

[0050] The project data assessment end determines whether the next group of construction projects of the corresponding construction project will constitute a catch-up project of the previous group of construction projects according to the construction project processing table and the completion time interval of each group of construction projects, and marks the projects. The marked construction projects are then transmitted to the personnel dispatching end. The specific method of marking the projects is as follows:

[0051] Based on the construction project processing table, confirm the completion time interval of the first group of construction projects, and then determine the completion time interval of the next group of construction projects of this construction project. Cross-compare the two groups of completion time intervals to confirm whether there is an overlapping time period. If there is an overlapping time period, confirm the proportion of the overlapping time period in the completion time interval of the first group of construction projects. If the proportion value is ≥Y2, where Y2 is a preset value, and its specific value is determined by the operator based on experience, then the next group of construction projects will be marked as the catch-up project of the previous group of construction projects. Otherwise, no marking will be performed. The adjacent construction projects in the construction project processing table will be processed in turn, and the catch-up projects will be marked.

[0052] From the construction project processing table, determine the progress interval X between the corresponding catch-up project and the previous group of construction projects k [J min , J max ], the maximum value of the progress interval of the catch-up project is calibrated as Jm, the minimum value of the progress interval of the previous group of construction projects is calibrated as Ja, and the section interval length CD between the two groups of construction projects is determined. The catch-up time value T1 is determined by: Jm×T1=Ja×T1+CD, and the catch-up time value T1 is analyzed to see whether it is less than the completion time interval [T min , T max ], if T1 is less than T min , then the catch-up mark of the catch-up item is removed, otherwise, T1≥T min If the catch-up mark of the corresponding catch-up project is maintained, the confirmed catch-up time value T1 is added, and the processed construction project processing table is transmitted to the personnel dispatching terminal;

[0053] Specifically, in the construction project processing table, according to the completion time intervals of different construction projects, it can be determined whether the subsequent construction projects will form a catching-up trend with the current construction project. If effective supervision is not carried out, the subsequent construction projects will catch up to the construction area of ​​the current construction project, and the latter construction project will be delayed, resulting in delays in the construction period. Therefore, through the confirmed past progress parameters, the difference between their progress parameters is determined, and then the catching-up situation of the latter catching-up project on the former catching-up project is confirmed, and at the same time, the set of catching-up time values ​​with the smallest probability of appearing is locked, and displayed based on the corresponding catching-up time values ​​so that external supervisors can clearly know that in such cases, personnel can be deployed in advance to ensure the normal construction operation of the entire construction project, without the situation of stagnation or delay in the construction period, thereby improving the overall effect of the construction period management of the entire construction project.

[0054] Embodiment 3

[0055] The main difference between this embodiment and the above embodiment is that this embodiment mainly focuses on the deployment of personnel for different catch-up projects, so as to complete the progress supervision of the entire construction project;

[0056] The personnel dispatching end, based on the received construction project processing table, confirms the catch-up project marked internally, and at the same time confirms the catch-up time value T1 added internally, extracts the minimum value based on the numerical values ​​of several catch-up time values ​​T1, and marks the catch-up project corresponding to the minimum value as the project to be dispatched. When the time value T1 arrives, the personnel dispatching end performs the personnel dispatching in advance, and dispatches the personnel in the project to be dispatched.

[0057] After the scheduling is completed, the construction project processing table is re-determined. As long as the personnel of a construction project are scheduled, they may be spread over multiple projects or scheduled to a single project. Then the catch-up time value T1 and the corresponding construction progress determined internally will change. Therefore, it is necessary to redetermine the corresponding construction project processing table and re-analyze and process it to ensure the overall construction supervision progress of different construction projects in the entire construction section, thereby improving the supervision effect of the entire construction project.

[0058] Embodiment 4

[0059] The specific implementation process of this embodiment includes all the implementation processes of the above three groups of embodiments.

[0060] Some of the data in the above formulas are dimensionless and numerically calculated. Meanwhile, the contents not described in detail in this specification belong to the prior art known to those skilled in the art.

[0061] The above embodiments are only used to illustrate the technical method of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical method of the present invention may be modified or replaced by equivalents without departing from the spirit and scope of the technical method of the present invention.

Claims

1. A monitoring system for an engineering supervision information management platform, characterized in that: include: The progress data acquisition end acquires the construction progress of different construction projects in the construction section; The construction project sorting end sorts different construction projects in the same construction section. The sorting criteria are sorted according to the construction sequence of the projects to generate a construction project sorting table. The progress data analysis end generates a construction progress change curve based on the different construction progresses generated by different construction projects, analyzes the construction progress change curve, generates analysis results, displays signals and produces a construction project processing table; The completion time analysis end determines the maximum and minimum construction progress of different projects from the construction progress change curve, and generates a set of progress intervals. Based on this progress interval and the remaining section length of the corresponding construction project, the completion time interval is generated; The project data assessment end determines whether the next group of construction projects of the corresponding construction project will constitute a catch-up project of the previous group of construction projects according to the construction project processing table and the completion time interval of each group of construction projects, and marks the project. The specific method is as follows: Based on the construction project processing table, confirm the completion time interval of the first group of construction projects, and then determine the completion time interval of the next group of construction projects of this construction project. Cross-compare the two groups of completion time intervals to confirm whether there is an overlapping time period. If there is an overlapping time period, confirm the proportion of the overlapping time period in the completion time interval of the first group of construction projects. If the proportion value is ≥Y2, where Y2 is a preset value, the next group of construction projects will be marked as the catch-up project of the previous group of construction projects. Otherwise, no marking will be performed. The adjacent construction projects in the construction project processing table will be processed in turn, and the catch-up projects will be marked. From the construction project processing table, determine the progress interval X between the corresponding catch-up project and the previous group of construction projects k [J min , J max ], the maximum value of the progress interval of the catch-up project is calibrated as Jm, the minimum value of the progress interval of the previous group of construction projects is calibrated as Ja, and the section interval length CD between the two groups of construction projects is determined. The catch-up time value T1 is determined by: Jm×T1=Ja×T1+CD, and the catch-up time value T1 is analyzed to see whether it is less than the completion time interval [T min , T max ], if T1 is less than T min , then the catch-up mark of the catch-up item will be removed; If T1 ≥ T min , then continue to maintain the catch-up mark of the corresponding catch-up project, add the confirmed catch-up time value T1, and transmit the processed construction project processing table to the personnel deployment end.

2. According to claim 1, a project supervision information management platform monitoring system is characterized in that: The project sorting table generated by the construction project sorting end is transmitted to the progress data analysis end.

3. According to claim 2, a project supervision information management platform monitoring system is characterized in that: The specific method of analyzing the construction change curve at the progress data analysis end is as follows: Based on the different construction progresses generated by different time units of different construction projects, a construction progress change curve is generated based on the specific numerical trend of time; Confirm the trend values ​​of adjacent points in the construction progress change curve, where the trend value is the slope, and the slope = Δy / Δx, where Δ is the difference between adjacent points, which is the difference between the latter point and the former point; The confirmed groups of slopes are processed for variance to determine a group of difference values ​​Fc to be checked The difference Fc to be checked is compared with the preset parameter Y1, where Y1 is the preset value. When Fc ≥ Y1, the corresponding construction project is marked as an abnormal project.

4. The engineering supervision information management platform monitoring system according to claim 3 is characterized in that: The specific method of analyzing the construction change curve at the progress data analysis end also includes: When Fc<Y1, the corresponding construction project is marked as a normal project, and the abnormal project is removed from the construction project sorting table to generate a construction project processing table, and the construction project processing table is transmitted to the project data assessment terminal.

5. The monitoring system of the engineering supervision information management platform according to claim 4 is characterized in that: The specific method of generating the completion time interval at the completion time analysis end is as follows: Mark the progress intervals of the proposed different projects as X k [J min , J max ], where k represents different construction projects, and then the remaining length of the road section corresponding to the construction project is determined and marked as SY k ; use: Generate the completion time interval [T min , T max ]; The confirmed completion time intervals [T min , T max ] is transmitted to the project data assessment terminal.

6. The monitoring system of the engineering supervision information management platform according to claim 1 is characterized in that: The personnel deployment end, based on the received construction project processing table, confirms the catch-up project marked internally, and at the same time confirms the catch-up time value T1 added internally, extracts the minimum value based on the numerical values ​​of several catch-up time values ​​T1, and marks the catch-up project corresponding to the minimum value as the project to be adjusted, and displays the catch-up time value T1 and the project to be adjusted.

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