Construction management system for foundation pit tube well

Abstract

The invention discloses a construction management system for a foundation pit tube well, relates to the technical field of foundation pit construction management, and solves the technical problems that a systematic analysis method is lacked, specific reasons of progress deviation cannot be deeply analyzed, and timely and effective adjustment cannot be performed. The construction progress is comprehensively analyzed by combining a crosspiece chart or an S curve analysis method, so that the construction progress condition can be accurately judged, the progress deviation can be intuitively displayed, the accuracy and the visualization degree of progress analysis are improved, and the construction progress analysis efficiency is improved. An abnormal condition analysis module and a comprehensive analysis module respectively perform deep analysis on lead and lag conditions of an abnormal progress, and perform flexible adjustment on adjustable information in combination with a residual construction period and a resource condition; for unadjustable information, the construction sequence is optimized through reasonable arrangement of procedures, adverse effects on the project are reduced to the maximum extent, and smooth proceeding of the project is guaranteed.

Description

Technical Field

[0001] The invention relates to the technical field of foundation pit construction management, in particular to a construction management system for foundation pit pipe wells. Background Art

[0002] The construction of foundation pits and pipe wells involves many complex processes, resource allocation, and environmental factors. Traditional construction management often relies on manual experience and simple document records, making it difficult to comprehensively, accurately, and in real time control the construction progress and resource allocation.

[0003] The patent with publication number CN117787923A discloses a foundation pit excavation construction management method based on BIM, which belongs to the field of foundation pit excavation technology. The foundation pit excavation construction management method based on BIM includes the following steps: model preparation, establishment of a comprehensive foundation pit model, formulation of a foundation pit excavation construction plan, construction road design deduction, drainage system design, construction progress deduction, construction progress acceptance, and construction accuracy acceptance. The foundation pit excavation construction management method based on BIM predicts construction risks and difficulties through construction road design deduction and construction progress deduction, guides on-site construction, and improves construction safety and efficiency; through the three-dimensional oblique photography technology of unmanned aerial vehicles, the data of the construction site is obtained in real time and accurately, and foundation pit problems are discovered and handled in a timely manner, so as to improve the effect of acceptance inspection.

[0004] However, some existing construction management systems lack systematic analysis methods when working. They only judge the progress by roughly comparing the planned and actual construction time, and are unable to deeply analyze the specific reasons for the progress deviation. In terms of resource management, there is a lack of scientific evaluation mechanism for the rationality of the allocation of manpower, equipment and materials. When resource problems arise, adjustments cannot be made in a timely and effective manner. Summary of the invention

[0005] In view of the deficiencies in the prior art, the present invention provides a construction management system for foundation pit pipe wells, which solves the problems of lack of systematic analysis method, inability to deeply analyze the specific reasons for progress deviation, and inability to make timely and effective adjustments.

[0006] To achieve the above objectives, the present invention is implemented through the following technical solutions: a construction management system for a foundation pit pipe well, comprising:

[0007] The construction information collection module is used to transmit the acquired foundation pit pipe well construction information to the construction progress analysis module;

[0008] The construction progress analysis module is used to analyze the acquired construction information, analyze the construction progress corresponding to the time period, and generate progress analysis results by comprehensively analyzing the construction progress in combination with the bar chart, and transmit the normal progress information to the normal situation analysis module, and transmit the abnormal progress information to the abnormal situation analysis module;

[0009] The normal situation analysis module is used to analyze the normal progress information obtained, generate configuration judgment results by analyzing the rationality of resource configuration corresponding to the normal progress, and conduct secondary analysis on unreasonable situations, generate adjustment management results based on comprehensive judgment of resource configuration in adjacent periods, and transmit the adjustment management results to the construction management information output module;

[0010] The abnormal situation analysis module is used to analyze the acquired abnormal progress information, determine the progress of the abnormal progress by calculating the progress difference, analyze the leading situation and lagging situation respectively, generate the abnormal cause, and transmit the abnormal cause to the comprehensive analysis module;

[0011] The comprehensive analysis module is used to analyze the acquired abnormal reasons for the delay, and obtain adjustable information or non-adjustable information by judging the adjustment properties of the abnormal reasons for the delay. For the adjustable information, the adjustment analysis is combined with the construction progress of the adjacent cycle to generate the adjustment result. For the non-adjustable information, the adjustment result is generated by analyzing the subsequent construction progress process and adjusting the construction sequence of the process, and the generated adjustment result is transmitted to the construction management information output module;

[0012] The construction management information output module is used to display the acquired adjustment management results and adjustment results to the corresponding operators.

[0013] As a further solution of the present invention, the specific manner in which the construction progress analysis module analyzes the construction information is as follows:

[0014] Obtain construction information, and at the same time obtain the construction progress corresponding to the current time period and record it as the actual progress. Then draw a bar chart of the pipe well construction according to the different progress stages, and clearly mark each construction process on the bar chart. At the same time, compare the actual progress with the planned progress corresponding to the same time period on the bar chart. If the actual progress overlaps with the planned progress, it means that the cycle progress is completed and normal progress information is generated. Otherwise, if it is on the right, it means a lag and abnormal progress information is generated.

[0015] As a further solution of the present invention, the specific manner in which the normal situation analysis module analyzes the normal progress information is as follows:

[0016] Obtain the resource allocation situation corresponding to the current cycle and judge the rationality of the resource allocation situation. The specific judgment method is: judge the rationality of the human resource allocation, equipment resource allocation and material supply allocation of the current cycle. If the three configurations are all reasonable, it means that the resource allocation situation of the current cycle is reasonable, and a reasonable result is generated at the same time;

[0017] On the contrary, if any group of configurations is unreasonable, it means that the resource allocation in the current cycle is unreasonable, and unreasonable results are generated. Then the generated reasonable results are transmitted to the construction management information output module, and the unreasonable results are analyzed again.

[0018] As a further solution of the present invention, the specific manner in which the normal situation analysis module performs secondary analysis on unreasonable results is:

[0019] The abnormal resource configuration corresponding to the current cycle is obtained, and the resource configuration corresponding to the adjacent cycle construction period is obtained and recorded as the target resource configuration, and the abnormal resource configuration is adjusted and judged based on the target resource configuration. If the abnormal resource configuration does not meet the target resource configuration, a resource adjustment signal is generated. On the contrary, if the abnormal resource configuration meets the target resource configuration, a normal resource signal is generated, and the generated adjustment management results are further transmitted to the construction management information output module.

[0020] As a further solution of the present invention, the specific manner in which the abnormal situation analysis module analyzes the abnormal progress information is:

[0021] Get the actual progress and planned progress corresponding to the current cycle, calculate the progress difference between the actual progress and the planned progress, and judge the size of the progress difference. If the progress difference is less than zero, it means that the actual progress is lagging behind, and the lag information is generated. On the contrary, if the progress difference is greater than zero, it means that the actual progress is ahead of schedule, and the ahead information is generated.

[0022] The generated lag information is analyzed, and the construction information corresponding to the actual progress is compared with the construction information corresponding to the planned progress to determine the cause of the lag exception. Similarly, the generated advance information is analyzed and the cause of the advance exception is generated. The generated advance exception cause is not processed and is transmitted to the construction management information output module. Then the generated lag exception cause is transmitted to the comprehensive analysis module.

[0023] As a further solution of the present invention, the specific method in which the comprehensive analysis module analyzes the cause of the hysteresis abnormality is:

[0024] The abnormal delay reason corresponding to the actual progress is obtained, and the adjustable properties of the abnormal delay reason are analyzed at the same time, and adjustable information or non-adjustable information is generated, and then the two are analyzed respectively.

[0025] As a further solution of the present invention, the specific manner in which the comprehensive analysis module analyzes the adjustable information is as follows:

[0026] Get the remaining construction period progress of the same stage, and adjust it according to the corresponding construction period to generate the adjustment result.

[0027] As a further solution of the present invention, the specific manner in which the comprehensive analysis module analyzes the non-adjustable information is as follows:

[0028] Obtain the remaining construction progress of the same stage, and at the same time obtain all the processes corresponding to the construction progress, and label them as i, where i=1, 2, ..., j, where j represents the number of processes. Then classify process i to obtain synchronous construction processes and asynchronous construction processes. At the same time, obtain the construction periods corresponding to all synchronous construction processes, and jointly schedule the construction of synchronous construction processes with the same construction period to generate adjustment results. For asynchronous construction processes, schedule the construction in sequence according to the construction period, and generate adjustment results. Then transmit the generated adjustment results to the construction management information output module.

[0029] The present invention provides a construction management system for foundation pit pipe wells. Compared with the prior art, it has the following advantages:

[0030] Beneficial effects:

[0031] The present invention obtains construction information comprehensively through the construction information acquisition module, and conducts a comprehensive analysis of the construction progress in combination with a bar chart or S-curve analysis method. It can accurately judge the construction progress and intuitively display the progress deviation. Compared with the traditional rough judgment method, it greatly improves the accuracy and visualization of the progress analysis. The abnormal situation analysis module and the comprehensive analysis module conduct in-depth analysis of the advance and lag situations of the abnormal progress, especially for the lag situation, distinguish between adjustable and non-adjustable information and formulate targeted adjustment plans respectively. For adjustable information, flexible adjustments are made in combination with the remaining construction period and resource conditions; for non-adjustable information, the construction sequence is optimized by rationally arranging the process. This comprehensive response strategy can effectively deal with various abnormal situations, minimize the adverse effects on the project, ensure the smooth progress of the project, and improve the flexibility and adaptability of the entire foundation pit pipe well construction management. BRIEF DESCRIPTION OF THE DRAWINGS

[0032] Figure 1 This is a block diagram of the system principle of the present invention;

[0033] Figure 2 It is a flow chart of the present invention. DETAILED DESCRIPTION

[0034] 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.

[0035] For example, see Figure 1 and Figure 2 The present application provides a construction management system for foundation pit pipe wells, including: a construction information collection module, a construction progress analysis module, a normal situation analysis module, an abnormal situation analysis module, a comprehensive analysis module and a construction management information output module, and in combination with the attached Figure 1 It can be known that the above functional units are electrically connected in a unidirectional manner.

[0036] The construction information collection module is used to obtain the construction information of the foundation pit pipe shaft, and transmit the obtained construction information to the construction progress analysis module. The construction information includes the construction duration, construction phase and construction resources.

[0037] The construction progress analysis module is used to analyze the acquired construction information. It generates progress analysis results by analyzing the construction progress corresponding to the time period and combining the bar chart to conduct a comprehensive analysis of the construction progress. It also transmits the normal progress information to the normal situation analysis module and the abnormal progress information to the abnormal situation analysis module.

[0038] Acquire construction information, and at the same time, obtain the construction progress corresponding to the current time period and record it as the actual progress. Specifically, in the actual construction process, the overall construction period will be divided into different stages, such as the early stage, the middle stage and the late stage, and the construction schedule will be further decomposed into a monthly schedule, a weekly schedule and a daily schedule. The obtained construction progress can be a monthly schedule. Then, a bar chart of pipe well construction is drawn according to the different progress stages, and each construction process is clearly marked on the bar chart, such as the planned start time and the planned end time of positioning and laying out, hole construction, well pipe installation, gravel filling and water stopping, well washing and other processes. At the same time, the actual progress is compared with the planned progress corresponding to the same time period on the bar chart. The comparison here is by comparing the lengths of the two groups of bars. If the actual progress is in the overlap of the planned progress, it means that the progress of the cycle is completed, and normal progress information is generated. If it is on the right, it means a lag, and abnormal progress information is generated. For example, if the well pipe installation process is planned to be completed between November 1st and November 5th, but is actually completed between November 3rd and November 7th, it can be clearly seen from the bar chart that the process is delayed by 2 days.

[0039] Normal situation analysis module, which is used to analyze the normal progress information obtained, generate configuration judgment results by analyzing the rationality of resource configuration corresponding to the normal progress, conduct secondary analysis on unreasonable situations, make comprehensive judgments based on the resource configuration of adjacent periods, generate adjustment management results, and transmit the adjustment management results to the construction management information output module.

[0040] Obtain the resource allocation situation corresponding to the current cycle, and judge the rationality of the resource allocation situation. The specific judgment method is: judge the rationality of the human resource allocation, equipment resource allocation and material supply allocation of the current cycle. If the three configurations are reasonable, it means that the resource allocation situation of the current cycle is reasonable, and reasonable results are generated at the same time. For example, in a specific cycle of a pipe well construction project, in terms of human resources, 5 skilled drillers, 2 reinforcement workers (for reinforcement cage production, if any), and 3 general workers are equipped to assist, and none of the personnel have taken leave or other situations that affect work; in terms of equipment resources, there are 3 drilling rigs with good performance and recently maintained, and the mud pump pressure is stable. The flow rate meets the requirements and the crane operates normally. In terms of material supply, well pipes, filter pipes, gravel, etc. are delivered to the construction site one day in advance according to the construction schedule, and the material quality has been inspected and qualified. On the contrary, if any group of configurations is unreasonable, it means that the resource allocation of the current cycle is unreasonable, and unreasonable results are generated at the same time. For example, if in another cycle, a key driller suddenly falls ill and takes leave, resulting in a shortage of manpower for the drilling operation, although the equipment and materials are normal, due to unreasonable human resource allocation, it is determined that the resource allocation of this cycle is unreasonable, and unreasonable results are generated and secondary analysis is performed. Then, the generated reasonable results are transmitted to the construction management information output module, and the unreasonable results are analyzed secondary;

[0041] The specific method of conducting secondary analysis on unreasonable results is: obtain the abnormal resource configuration corresponding to the current cycle, and at the same time obtain the resource configuration corresponding to the adjacent cycle construction period stage as the target resource configuration, and use the target resource configuration as the standard to adjust and judge the abnormal resource configuration. If the abnormal resource configuration does not meet the target resource configuration, a resource adjustment signal is generated. Conversely, if the abnormal resource configuration meets the target resource configuration, a normal resource signal is generated, and the generated adjustment management results are further transmitted to the construction management information output module.

[0042] In a specific example, for example, in a foundation pit pipe well construction project, the drilling operation efficiency was found to be low in the current cycle. After inspection, it was found that the human resource allocation was abnormal. The target resource allocation required 4 skilled drillers and 2 auxiliary personnel in the drilling stage, but there were only 3 drillers in the current cycle and the auxiliary personnel were insufficient. At the same time, a mud pump in the equipment resources failed, while the target resource allocation required two normally operating mud pumps to ensure mud circulation. In terms of material supply, the reserve of gravel was one-third less than the target resource allocation requirement. In this case, the abnormal resource allocation obviously did not meet the target resource allocation, so a resource adjustment signal was generated to prompt the construction management team to supplement drillers and auxiliary personnel, repair mud pumps and replenish gravel as soon as possible.

[0043] The construction management information output module is used to display the obtained adjustment management results to the corresponding operators.

[0044] Embodiment 2: This embodiment is implemented on the basis of Embodiment 1, and the difference from Embodiment 1 is as follows:

[0045] The abnormal situation analysis module is used to analyze the acquired abnormal progress information, determine the progress of the abnormal progress by calculating the progress difference, analyze the leading situation and lagging situation respectively, generate the abnormal cause, and transmit the abnormal cause to the comprehensive analysis module.

[0046] Get the actual progress and planned progress corresponding to the current cycle, and calculate the progress difference between the actual progress and the planned progress. Here, the progress difference is obtained by subtracting the planned progress from the actual progress. At the same time, the size of the progress difference is judged. If the progress difference is less than zero, it means that the actual progress is lagging behind, and the lag information is generated. On the contrary, if the progress difference is greater than zero, it means that the actual progress is ahead of schedule, and the ahead information is generated.

[0047] The generated lag information is analyzed, and the construction information corresponding to the actual progress is compared with the construction information corresponding to the planned progress to determine the cause of the lag exception. Similarly, the generated advance information is analyzed and the cause of the advance exception is generated. The generated advance exception cause is not processed and is transmitted to the construction management information output module. Then the generated lag exception cause is transmitted to the comprehensive analysis module.

[0048] Comprehensive analysis module, this module is used to analyze the acquired abnormal reasons for delay, and obtain adjustable information or non-adjustable information by judging the adjustment properties of the abnormal reasons for delay. For adjustable information, adjustment analysis is performed in combination with the construction progress of adjacent cycles to generate adjustment results. For non-adjustable information, adjustment results are generated by analyzing subsequent construction progress processes and adjusting the construction sequence of the processes. The generated adjustment results are transmitted to the construction management information output module at the same time.

[0049] Obtain the abnormal delay reasons corresponding to the actual progress, analyze the adjustable properties of the abnormal delay reasons, and generate adjustable information or non-adjustable information. The specific adjustable information mainly refers to the information caused by unreasonable resource allocation, while the non-adjustable information mainly refers to the information caused by weather or force majeure. Then analyze the two separately;

[0050] Analyze the adjustable information to obtain the remaining progress of the same stage, and adjust according to the corresponding construction period to generate the adjustment result; for example, at a certain stage of a foundation pit pipe shaft construction project, there are still 10 days left. After analyzing the adjustable information, it was found that one of the three existing drilling rigs had a fault, but there was extra manpower available on site, so it was decided to adjust the construction plan and change the hole-making operation originally performed by three drilling rigs to two drilling rigs cooperating with manual labor to perform some auxiliary excavation work, and at the same time extend the daily construction time by 2 hours.

[0051] The non-adjustable information is analyzed to obtain the remaining construction period progress of the same stage, and all the processes corresponding to the construction period progress are obtained at the same time. The processes here are specifically represented as positioning and laying out, hole construction, well pipe installation, gravel filling and water stopping, well washing and other processes, and are numbered as i, and i = 1, 2, ..., j, where j represents the number of processes. Then, process i is classified into synchronous construction processes and asynchronous construction processes. The synchronous construction process here means that multiple processes do not interfere with each other during construction, while the asynchronous construction process means that there are processes that interfere with each other during construction. At the same time, the construction period corresponding to all synchronous construction processes is obtained, and the synchronous construction with the same construction period is carried out. The processes are jointly arranged for construction and the adjustment results are generated. For example, if the positioning and laying out process and part of the site cleaning and preparation process both have a construction period of 1 day and do not interfere with each other, they can be arranged to be carried out on the same day at the same time, so as to make full use of time and resources, improve construction efficiency, and form corresponding adjustment results. For asynchronous construction processes, the construction is arranged in sequence according to the construction period and the adjustment results are generated. For example, the well pipe installation process can only be carried out after the hole construction is completed and accepted. The gravel filling and water stopping processes can be carried out after the well pipe is installed and checked. And so on. The construction arrangements are planned in sequence according to this sequence, and then the generated adjustment results are transmitted to the construction management information output module.

[0052] Combined with a specific example, a foundation pit pipe well construction project is in the middle stage, and the remaining construction period is 15 days. The processes determined by analysis are: positioning and setting out (i=1), hole construction (i=2), well pipe installation (i=3), gravel filling and water stopping (i=4), and well washing (i=5). Among them, positioning and setting out and part of the site leveling work (assuming it is process 6) are synchronous construction processes, and the construction period is 2 days. They are arranged together on the first and second days of the construction plan. The hole construction (i=2) and the well pipe installation (i=3) are asynchronous construction processes. The hole construction is expected to take 5 days, and the well pipe installation is carried out after the hole is completed and the construction period is 3 days. Therefore, the construction is arranged in the order of 5 days of hole construction first, followed by 3 days of well pipe installation. The subsequent gravel filling and water stopping (i=4) and well washing (i=5) are also arranged in sequence according to their respective construction periods and sequence, and finally a complete adjustment result is formed and transmitted to the construction management information output module.

[0053] Construction management information output module, which is used to display the obtained adjustment results to the corresponding operators.

[0054] Construction management information output module, which is used to display the obtained adjustment results to the corresponding operators.

[0055] Embodiment 3: This embodiment is implemented on the basis of Embodiment 1, and the difference from Embodiment 1 is as follows:

[0056] By analyzing the construction progress corresponding to the time period, and combining the S-curve analysis method to conduct a comprehensive analysis of the construction progress, the progress analysis results are generated. The specific analysis method is: the horizontal axis represents time, and the vertical axis represents the cumulative completed workload. The planned S-curve is drawn according to the planned progress, and the actual S-curve is drawn according to the actual progress data. By comparing the two curves, the progress deviation can be analyzed, the planned cumulative workload at each time point can be calculated, and the actual cumulative workload data can be collected regularly. The planned S-curve and the actual S-curve are drawn based on these data.

[0057] For example, assuming that there are a total of 100 wells in the foundation pit pipe well construction, which are planned to be completed within 30 days, according to the uniform progress, 100×(10 / 30)≈33.3% of the workload should be completed on the 10th day. If 30 wells are actually completed on the 10th day, then the actual cumulative completed workload is 30%. Comparing the two curves, if the actual S curve is below the planned S curve, it means that the progress is lagging behind. If the two curves basically overlap, it means that the progress is normal.

[0058] Embodiment 4, as the fourth embodiment of the present invention, focuses on combining the implementation processes of Embodiment 1, Embodiment 2 and Embodiment 3 for implementation.

[0059] 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.

[0060] 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 construction management system for foundation pit pipe wells, characterized in that: include: The construction information collection module is used to transmit the acquired foundation pit pipe well construction information to the construction progress analysis module; The construction progress analysis module is used to analyze the acquired construction information, analyze the construction progress corresponding to the time period, and generate progress analysis results by comprehensively analyzing the construction progress in combination with the bar chart, and transmit the normal progress information to the normal situation analysis module, and transmit the abnormal progress information to the abnormal situation analysis module; The normal situation analysis module is used to analyze the normal progress information obtained, generate configuration judgment results by analyzing the rationality of resource configuration corresponding to the normal progress, and conduct secondary analysis on unreasonable situations, and generate adjustment management results based on comprehensive judgment of resource configuration in adjacent periods, and transmit the adjustment management results to the construction management information output module; The abnormal situation analysis module is used to analyze the acquired abnormal progress information, determine the progress of the abnormal progress by calculating the progress difference, analyze the leading situation and lagging situation respectively, generate the abnormal cause, and transmit the abnormal cause to the comprehensive analysis module; The comprehensive analysis module is used to analyze the acquired abnormal reasons for the delay, and obtain adjustable information or non-adjustable information by judging the adjustment properties of the abnormal reasons for the delay. For the adjustable information, the adjustment analysis is combined with the construction progress of the adjacent cycle to generate the adjustment result. For the non-adjustable information, the adjustment result is generated by analyzing the subsequent construction progress process and adjusting the construction sequence of the process, and the generated adjustment result is transmitted to the construction management information output module; The construction management information output module is used to display the acquired adjustment management results and adjustment results to the corresponding operators.

2. The construction management system for foundation pit pipe well according to claim 1, characterized in that: The specific method in which the construction progress analysis module analyzes the construction information is as follows: Obtain construction information, and at the same time obtain the construction progress corresponding to the current time period and record it as the actual progress. Then draw a bar chart of the pipe well construction according to the different progress stages, and clearly mark each construction process on the bar chart. At the same time, compare the actual progress with the planned progress corresponding to the same time period on the bar chart. If the actual progress overlaps with the planned progress, it means that the cycle progress is completed and normal progress information is generated. Otherwise, if it is on the right, it means a lag and abnormal progress information is generated.

3. The construction management system for foundation pit pipe well according to claim 1, characterized in that: The specific method in which the normal situation analysis module analyzes the normal progress information is as follows: Obtain the resource allocation situation corresponding to the current cycle and judge the rationality of the resource allocation situation. The specific judgment method is: judge the rationality of the human resource allocation, equipment resource allocation and material supply allocation of the current cycle. If the three configurations are all reasonable, it means that the resource allocation situation of the current cycle is reasonable, and a reasonable result is generated at the same time; On the contrary, if any group of configurations is unreasonable, it means that the resource allocation in the current cycle is unreasonable, and unreasonable results are generated. Then the generated reasonable results are transmitted to the construction management information output module, and the unreasonable results are analyzed again.

4. The construction management system for foundation pit pipe well according to claim 3, characterized in that: The specific method of the normal situation analysis module to perform secondary analysis on unreasonable results is: The abnormal resource configuration corresponding to the current cycle is obtained, and the resource configuration corresponding to the adjacent cycle construction period is obtained and recorded as the target resource configuration, and the abnormal resource configuration is adjusted and judged based on the target resource configuration. If the abnormal resource configuration does not meet the target resource configuration, a resource adjustment signal is generated. On the contrary, if the abnormal resource configuration meets the target resource configuration, a normal resource signal is generated, and the generated adjustment management results are further transmitted to the construction management information output module.

5. The construction management system for foundation pit pipe well according to claim 1, characterized in that: The specific method in which the abnormal situation analysis module analyzes the abnormal progress information is as follows: Get the actual progress and planned progress corresponding to the current cycle, calculate the progress difference between the actual progress and the planned progress, and judge the size of the progress difference. If the progress difference is less than zero, it means that the actual progress is lagging behind, and the lag information is generated. On the contrary, if the progress difference is greater than zero, it means that the actual progress is ahead of schedule, and the ahead information is generated. The generated lag information is analyzed, and the construction information corresponding to the actual progress is compared with the construction information corresponding to the planned progress to determine the cause of the lag exception. Similarly, the generated advance information is analyzed and the cause of the advance exception is generated. The generated advance exception cause is not processed and is transmitted to the construction management information output module. Then the generated lag exception cause is transmitted to the comprehensive analysis module.

6. The construction management system for foundation pit pipe well according to claim 1, characterized in that: The specific method in which the comprehensive analysis module analyzes the cause of the hysteresis anomaly is as follows: The abnormal delay reason corresponding to the actual progress is obtained, and the adjustable properties of the abnormal delay reason are analyzed at the same time, and adjustable information or non-adjustable information is generated, and then the two are analyzed respectively.

7. The construction management system for foundation pit pipe well according to claim 6, characterized in that: The specific method in which the comprehensive analysis module analyzes the adjustable information is as follows: Get the remaining construction period progress of the same stage, and adjust it according to the corresponding construction period to generate the adjustment result.

8. The construction management system for foundation pit pipe well according to claim 6, characterized in that: The specific method in which the comprehensive analysis module analyzes the non-adjustable information is as follows: Obtain the remaining construction progress of the same stage, and at the same time obtain all the processes corresponding to the construction progress, and label them as i, where i=1, 2, ..., j, where j represents the number of processes. Then classify process i to obtain synchronous construction processes and asynchronous construction processes. At the same time, obtain the construction periods corresponding to all synchronous construction processes, and jointly schedule the construction of synchronous construction processes with the same construction period to generate adjustment results. For asynchronous construction processes, schedule the construction in sequence according to the construction period, and generate adjustment results. Then transmit the generated adjustment results to the construction management information output module.

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