Fabricated office building construction management method and system

Abstract

The invention provides an assembly type office building construction management method and system, and belongs to the technical field of construction management, and the method specifically comprises the steps: determining the monitoring influence condition of a related construction project on a safety risk hidden danger point of the construction project based on the construction equipment and construction site of the related construction project, and determining available construction projects in the associated construction projects based on the monitoring influence condition, and determining a construction optimization processing scheme of the construction area through the safety risk hidden danger points of the available construction projects and the distribution data of the safety risk hidden danger points of the construction projects in combination with the distribution data of the monitoring devices in the construction area. And on the basis of ensuring the reliability of construction safety monitoring processing, the construction processing efficiency is improved.

Description

Technical Field

[0001] The present invention belongs to the technical field of construction management, and in particular relates to a construction management method and system for an assembled office building. Background Art

[0002] Prefabricated office buildings have advantages such as short construction period and high construction efficiency. However, at the same time, during the construction process, prefabricated office buildings put forward higher requirements for the collaborative management of different construction departments. Specifically, in the invention patent application "A method and system for managing the installation and construction of prefabricated buildings", the setting of an intelligent collaborative operation management module can accurately grasp the various status information of personnel and equipment on the construction site in real time, and perform task allocation and operation sequence optimization based on this information, further improving the efficiency of construction processing.

[0003] During the construction management of prefabricated office buildings, existing technical solutions ignore the safety risks between different construction operations. When multiple construction projects are carried out simultaneously, the probability of safety risks occurring is greater. Therefore, if differentiated construction plans cannot be generated based on the reliability of monitoring and processing of safety risks during simultaneous construction of construction projects, it may lead to the emergence of construction safety hazards.

[0004] In order to solve the above technical problems, the present application provides a method and system for construction management of prefabricated office buildings. Summary of the Invention

[0005] To achieve the purpose of the present invention, the present invention adopts the following technical solutions: In a first aspect, the present application provides a method for construction management of an assembled office building, specifically comprising: S1 determines the safety risk points in different construction areas of the prefabricated office building based on the construction projects in the construction areas. When the monitoring and management reliability of the safety risk points in the construction areas meets the requirements, proceed to the next step. S2: determining the construction processing time required for the construction project to meet the construction condition requirements based on the construction condition requirements of the unconstructed project in the construction area, and determining the related construction projects among the unconstructed projects based on the relationship between the unconstructed project and other unconstructed projects; S3: determining the monitoring impact of the associated construction project on the safety risk potential points of the construction project based on the construction equipment and construction location of the associated construction project, and determining available construction projects among the associated construction projects based on the monitoring impact; S4 determines a construction optimization solution for the construction area based on the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects, combined with the distribution data of the monitoring devices in the construction area.

[0006] The beneficial effects of the present invention are: Based on the monitoring impact, the available construction projects in the related construction projects are determined, and the impact on the monitoring reliability of safety risks is determined from the obstruction of the safety risk potential points of the available construction projects in the monitoring device during the construction process of the related construction projects. This avoids the occurrence of technical problems such as the monitoring reliability of safety risks not meeting the requirements due to simultaneous construction, and improves the reliability of monitoring processing.

[0007] The construction optimization treatment plan for the construction area is determined by using the safety risk potential points of the available construction projects, the distribution data of the safety risk potential points of the construction projects, and the distribution data of the monitoring devices in the construction area. Not only the difference in the reliability of safety risk monitoring caused by the difference in the number of monitored safety risk potential points during simultaneous construction in different monitoring devices is taken into account, but also the difference in occlusion risk in the construction treatment process caused by the difference in distribution data of different safety risk potential points is taken into account, thereby ensuring the reliability of safety risk monitoring of non-constructed projects and construction projects under construction at the same time.

[0008] A further technical solution is that the safety risk potential points in the construction area are determined based on the construction sites where safety accidents have occurred in the construction projects.

[0009] A further technical solution is to determine whether the monitoring and management reliability of the safety risk potential points in the construction area meets the requirements, specifically including: Determining the number of safety risk potential points in different monitoring devices in the construction area based on the safety risk potential points in the construction area; According to the number of potential safety risk points in different monitoring devices, it is determined whether the reliability of monitoring and management of potential safety risk points in the construction area meets the requirements.

[0010] A further technical solution is that when there is a monitoring device with a number of safety risk potential points greater than a preset risk potential point number threshold, it is determined that the monitoring and management reliability of the safety risk potential points in the construction area does not meet the requirements.

[0011] A further technical solution is that when the monitoring and management reliability of the safety risk potential points in the construction area does not meet the requirements, it is impossible to carry out construction processing of other unconstructed projects simultaneously with the construction of the construction project.

[0012] A further technical solution is that the monitoring device is a video monitoring device.

[0013] A further technical solution is that the method for determining the construction optimization treatment plan for the construction area is: Determining the number of safety risk potential points in different monitoring devices based on the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects; Determine the number of hidden safety risk points in the construction area that are obstructed during the construction process based on the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects; According to the maximum number of safety risk hazard points in different monitoring devices and the average number of safety risk hazard points that are obscured during the construction process in the construction area, the adaptation deviation coefficient of the available construction project is determined, and the construction optimization treatment plan for the construction area is determined based on the adaptation deviation coefficient.

[0014] A further technical solution is to determine a construction optimization treatment plan for the construction area based on the adaptation deviation coefficient, specifically including: The construction optimization process of the construction area is performed by utilizing the available construction project with the smallest adaptation deviation coefficient.

[0015] In a second aspect, the present invention provides a computer system comprising: a memory and a processor in communication connection, and a computer program stored in the memory and capable of running on the processor, wherein the processor executes the above-mentioned method for managing the construction of prefabricated office buildings when running the computer program.

[0016] Other features and advantages will be described in the following description, and in part will become apparent from the description, or understood by practicing the invention. The purpose and other advantages of the invention are realized and obtained by the structures particularly pointed out in the description and the drawings.

[0017] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, preferred embodiments are given below and described in detail with reference to the accompanying drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] The above and other features and advantages of the present invention will become more apparent by describing in detail exemplary embodiments thereof with reference to the accompanying drawings.

[0019] Figure 1 It is a flow chart of a method for construction management of prefabricated office buildings; Figure 2 It is a flow chart to determine whether the monitoring and management reliability of safety risk points in the construction area meets the requirements; Figure 3 It is a flow chart of a method for determining related construction projects among unconstructed projects; Figure 4 is a flow chart of a method for determining available construction projects in an associated construction project. DETAILED DESCRIPTION

[0020] Example embodiments will now be described more fully with reference to the accompanying drawings. However, example embodiments can be embodied in many forms and should not be construed as limited to the embodiments set forth herein; rather, these embodiments are provided so that this disclosure will be thorough and complete and will fully convey the concepts of the example embodiments to those skilled in the art. Like reference numerals in the figures represent like or similar structures, and thus their detailed description will be omitted.

[0021] The terms "a", "an", "the", and "said" are used to indicate the presence of one or more elements / components / etc.; the terms "including" and "having" are used to express an open-ended inclusive meaning and mean that additional elements / components / etc. may be present in addition to the listed elements / components / etc.

[0022] Example 1 To solve the above problems, according to one aspect of the present invention, Figure 1 As shown, a method for construction management of an assembled office building is provided, which specifically includes: S1 determines the safety risk points in different construction areas of the prefabricated office building based on the construction projects in the construction areas. When the monitoring and management reliability of the safety risk points in the construction areas meets the requirements, proceed to the next step. Furthermore, the safety risk potential points in the construction area are determined based on the construction sites where safety accidents occurred in the construction projects.

[0023] Specifically, such as Figure 2 As shown, it is determined that the monitoring and management reliability of the safety risk potential points in the construction area meets the requirements, specifically including: Determining the number of safety risk potential points in different monitoring devices in the construction area based on the safety risk potential points in the construction area; According to the number of potential safety risk points in different monitoring devices, it is determined whether the reliability of monitoring and management of potential safety risk points in the construction area meets the requirements.

[0024] Furthermore, when there is a monitoring device in which the number of safety risk potential points is greater than a preset threshold value of the number of risk potential points, it is determined that the reliability of the monitoring and management of the safety risk potential points in the construction area does not meet the requirements.

[0025] It should be noted that when the monitoring and management reliability of the safety risk hidden danger points in the construction area does not meet the requirements, it is impossible to carry out construction processing of other unconstructed projects simultaneously with the construction of the construction project.

[0026] In another possible embodiment, determining whether the monitoring and management reliability of the safety risk potential points in the construction area meets the requirements specifically includes: Based on the safety risk potential points in the construction area, the number of safety risk potential points in the construction area is determined. When the number of safety risk potential points in the construction area is greater than a preset threshold value for the number of potential points, it is determined that the reliability of monitoring and management of the safety risk potential points in the construction area does not meet the requirements: When the number of potential safety hazards in the construction area is not greater than a preset threshold: Determining, based on the distribution data of the safety risk potential points in the construction area, the number of safety risk potential points in different monitoring devices in the construction area, and determining that the reliability of monitoring and management of the safety risk potential points in the construction area does not meet the requirements when there is a monitoring device with a number of safety risk potential points greater than a preset threshold value of the number of safety risk potential points; When there is no monitoring device with a number of potential safety risks exceeding the preset threshold: Obtaining the number of monitoring devices at the safety risk potential points, and if the number of monitoring devices at the safety risk potential points does not meet the requirement, determining that the monitoring management reliability of the safety risk potential points in the construction area does not meet the requirement; When the number of monitoring devices at potential safety risk points meets the requirements: Determining identification risk coefficients for different monitoring devices based on the number of safety risk potential points in different monitoring devices and the image sizes of the safety risk potential points in different monitoring devices; if a monitoring device exists whose identification risk coefficient does not meet the requirements, determining that the monitoring and management reliability of the safety risk potential points in the construction area does not meet the requirements; When there is no monitoring device that identifies that the risk factor does not meet the requirements: The monitoring and management reliability coefficient of the construction area is determined based on the identification risk coefficients of different monitoring devices and the number of monitoring devices. Based on the monitoring and management reliability coefficient, it is determined whether the monitoring and management reliability of the safety risk potential points in the construction area meets the requirements.

[0027] Furthermore, when the monitoring and management reliability coefficient is within a preset management reliability coefficient range, it is determined that the monitoring and management reliability of the safety risk potential point in the construction area does not meet the requirements.

[0028] S2: determining the construction processing time required for the construction project to meet the construction condition requirements based on the construction condition requirements of the unconstructed project in the construction area, and determining the related construction projects among the unconstructed projects based on the relationship between the unconstructed project and other unconstructed projects; Specifically, the construction conditions of the unconstructed project are required to be based on the flatness of the site of the construction site of the unconstructed project, the completion of water and electricity pipeline construction, the completion of cement curing, and the completion of installation of prefabricated components.

[0029] Specifically, such as Figure 3 As shown, the method for determining the associated construction projects among the unconstructed projects is as follows: Determine the construction overlap coefficient of the unconstructed project based on the ratio of the construction processing time when the construction project meets the construction condition requirements to the total construction time of the construction project; Based on the relationship between the unconstructed project and other unconstructed projects, determine the construction conditions that will be achieved after the completion of the unconstructed project, and the overlap between the construction conditions of different other unconstructed projects, and use the overlap to determine the number of projects affected by the unconstructed project; Determine the associated construction projects among the unconstructed projects according to the number of affected projects and the construction overlap coefficient.

[0030] Furthermore, the number of affected projects is determined based on the number of unconstructed projects whose construction conditions meet the construction condition requirements.

[0031] It should be noted that, based on the number of affected projects and the construction overlap coefficient, the related construction projects among the unconstructed projects are determined, specifically including: When the construction overlap coefficient is greater than a preset overlap coefficient threshold, it is determined that the unconstructed project does not belong to the associated construction project; When the construction overlap coefficient is not greater than the preset overlap coefficient threshold, and when the number of affected projects of the unconstructed project is greater than the preset affected project number threshold, the unconstructed project is determined to be an associated construction project; when the number of affected projects of the unconstructed project is not greater than the preset affected project number threshold, the unconstructed project is determined not to be an associated construction project.

[0032] Optionally, the method for determining the associated construction projects among the unconstructed projects is: S21 determines the construction overlap coefficient of the unconstructed project based on the ratio of the construction processing time when the construction project meets the construction condition requirements to the total construction time of the construction project; S22: determining, based on the relationship between the unconstructed project and other unconstructed projects, the construction conditions to be achieved after the completion of the unconstructed project, and the overlap between the construction conditions required by different unconstructed projects, and determining the construction progress impact coefficient of the unconstructed project based on the number of overlaps between the construction conditions and the construction conditions required by different unconstructed projects; S23 determines the correlation coefficient of the unconstructed projects according to the ratio of the construction progress impact coefficient to the construction overlap coefficient, and uses the correlation coefficient to determine the related construction projects among the unconstructed projects.

[0033] Optionally, when the correlation coefficient of the unconstructed project is greater than a preset correlation coefficient threshold, the unconstructed project is determined to be an associated construction project.

[0034] Optionally, the above step S21 includes the following contents: S211: If it is determined based on the construction condition requirements of the unconstructed project that the construction project cannot meet the construction condition requirements of the unconstructed project during construction processing, then it is determined that the unconstructed project is not an associated construction project of the construction project. If it is determined that the construction condition requirements of the unconstructed project can be met during construction processing, then the process proceeds to the next step. S212: Based on the construction processing time when the construction project meets the construction condition requirements, if it is determined that the construction processing time does not meet the requirements, then the unconstructed project is determined not to be a related construction project of the construction project. If the construction processing time meets the requirements, the process proceeds to the next step. S213 determines the construction overlap coefficient of the unconstructed project based on the ratio of the construction processing time when the construction project meets the construction condition requirements to the total construction time of the construction project. When the construction overlap coefficient of the unconstructed project is less than a preset overlap coefficient threshold, the process proceeds to step S22. When the construction overlap coefficient of the unconstructed project is not less than the preset overlap coefficient threshold, it is determined that the unconstructed project does not belong to the associated construction project of the construction project. Optionally, the above step S22 includes the following contents: S221 determines, based on the association between the unconstructed project and other unconstructed projects, the construction conditions to be achieved after the completion of the unconstructed project, and the overlap between the construction conditions required by different unconstructed projects. If it is determined that the number of projects affected by the unconstructed project is greater than a preset threshold number of affected projects, the unconstructed project is determined to be an associated construction project. If the number of projects affected by the unconstructed project is not greater than the preset threshold number of affected projects, the process proceeds to step S222. S222 determines the construction condition correlation coefficients between different unconstructed projects based on the number of overlaps between the construction conditions and the construction condition requirements. If there is an unconstructed project with a construction condition correlation coefficient greater than a preset correlation coefficient threshold, the process proceeds to step S223. If there is no unconstructed project with a construction condition correlation coefficient greater than the preset correlation coefficient threshold, the process proceeds to step S224. S223: When the number of unconstructed projects whose construction condition correlation coefficients are greater than a preset correlation coefficient threshold meets the requirement, the unconstructed projects are determined to be associated construction projects; when the number of unconstructed projects whose construction condition correlation coefficients are greater than the preset correlation coefficient threshold does not meet the requirement, the process proceeds to step S224; S224 determines the construction progress impact coefficient of the non-constructed project based on the number of overlaps between the construction conditions and the construction condition requirements of different non-constructed projects. When the construction progress impact coefficient of the non-constructed project is greater than the preset construction progress impact coefficient threshold, the non-constructed project is determined to be an associated construction project. When the construction progress impact coefficient of the non-constructed project is not greater than the preset construction progress impact coefficient threshold, the process proceeds to step S23.

[0035] S3: determining the monitoring impact of the associated construction project on the safety risk potential points of the construction project based on the construction equipment and construction location of the associated construction project, and determining available construction projects among the associated construction projects based on the monitoring impact; Furthermore, the monitoring impact of the associated construction project on the safety risk potential points of the construction project is determined based on the obstruction of the safety risk potential points of the construction project in the monitoring device according to the construction equipment and construction location during the construction of the associated construction project.

[0036] Specifically, such as Figure 4 As shown, the method for determining the available construction projects in the associated construction projects is: Based on the monitoring impact, determining whether the associated construction project blocks the safety risk potential points of the construction project in the monitoring device during the construction process; Based on the obstruction situation, determining the obstruction duration of different safety risk potential points; The blocking durations of different safety risk potential points are used to determine whether the associated construction project is an available construction project.

[0037] Furthermore, the blocking duration is determined based on the construction equipment that blocks the safety risk potential point and the construction duration of the construction site.

[0038] It should be noted that when the number of safety risk points in the construction project whose occlusion duration is greater than the preset occlusion duration threshold is greater than the preset value of the number of risk points, it is determined that the associated construction project does not belong to the available construction project.

[0039] In another possible embodiment, the method for determining the available construction projects in the associated construction projects is: Based on the monitoring impact, determining whether the associated construction project blocks the safety risk potential points of the construction project in the monitoring device during the construction process; Based on the obstruction situation, determining the number of obstructed safety risk potential points; The number of hidden safety risk points with obstructions is used to determine whether the associated construction project is an available construction project.

[0040] Furthermore, when the number of hidden safety risk points that are blocked is greater than a preset threshold value of the number of hidden safety risk points, it is determined that the associated construction project does not belong to the available construction project.

[0041] S4 determines a construction optimization solution for the construction area based on the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects, combined with the distribution data of the monitoring devices in the construction area.

[0042] Furthermore, the monitoring device is a video monitoring device.

[0043] Specifically, the method for determining the construction optimization treatment plan for the construction area is: Determining the number of safety risk potential points in different monitoring devices based on the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects; Determine the number of hidden safety risk points in the construction area that are obstructed during the construction process based on the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects; The construction optimization treatment plan for the construction area is determined based on the number of safety risk potential points in different monitoring devices and the number of safety risk potential points that are obstructed during the construction process in the construction area.

[0044] Furthermore, the number of hidden safety risk points in the construction area during the construction process is determined based on the situation where the construction machinery or construction site hides the hidden safety risk points in the monitoring device when the construction project and available construction projects are being constructed simultaneously.

[0045] It should be noted that, based on the number of safety risk potential points in different monitoring devices and the number of safety risk potential points that are obstructed during the construction process in the construction area, a construction optimization solution for the construction area is determined, specifically including: When there is a monitoring device in which the number of potential safety risk points is greater than a preset threshold value of the number of risk points, it is determined that the construction optimization process of the construction area cannot be performed using the available construction project; When there is no monitoring device in which the number of safety risk potential points is greater than the preset risk point number threshold, the available construction project with the least number of safety risk potential points obscured during the construction process in the construction area is used as the target construction project, and the construction optimization processing of the construction area is carried out using the target construction project.

[0046] It should be noted that the construction optimization process of the construction area using the target construction project specifically includes: When the construction conditions of the target construction project are met, the target construction project and the construction plan are simultaneously constructed in the construction area.

[0047] In another possible embodiment, the method for determining the construction optimization solution for the construction area is: Determining the number of safety risk potential points in different monitoring devices based on the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects; Determine the number of hidden safety risk points in the construction area that are obstructed during the construction process based on the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects; According to the maximum number of safety risk hazard points in different monitoring devices and the average number of safety risk hazard points that are obscured during the construction process in the construction area, the adaptation deviation coefficient of the available construction project is determined, and the construction optimization treatment plan for the construction area is determined based on the adaptation deviation coefficient.

[0048] Furthermore, determining a construction optimization solution for the construction area based on the adaptation deviation coefficient specifically includes: The construction optimization process of the construction area is performed by utilizing the available construction project with the smallest adaptation deviation coefficient.

[0049] Example 2 In a second aspect, the present invention provides a computer system comprising: a memory and a processor in communication connection, and a computer program stored in the memory and capable of running on the processor, wherein the processor executes the above-mentioned method for managing the construction of prefabricated office buildings when running the computer program.

[0050] The various embodiments in this specification are described in a progressive manner. Similar portions between the various embodiments can be referenced to each other, and each embodiment focuses on the differences from the other embodiments. In particular, the device, apparatus, and non-volatile computer storage medium embodiments are generally similar to the method embodiments, so their descriptions are relatively simplified. For relevant details, refer to the descriptions of the method embodiments.

[0051] The foregoing description of this specification describes specific embodiments. Other embodiments are within the scope of the appended claims. In some cases, the actions or steps recited in the claims can be performed in an order different from that described in the embodiments and still achieve the desired results. Furthermore, the processes depicted in the accompanying drawings do not necessarily require the specific order shown or the sequential order to achieve the desired results. In certain embodiments, multitasking and parallel processing are also possible or may be advantageous.

[0052] The foregoing description is merely one or more embodiments of this specification and is not intended to limit this specification. It will be apparent to those skilled in the art that various modifications and variations may be made to one or more embodiments of this specification. Any modifications, equivalent substitutions, or improvements made within the spirit and principles of one or more embodiments of this specification are intended to be within the scope of the claims of this specification.

Claims

1. A method for construction management of an assembled office building, characterized in that: Specifically include: Based on the construction projects in different construction areas of the prefabricated office building, determine the safety risk potential points in the construction area. When the monitoring and management reliability of the safety risk potential points in the construction area meets the requirements, proceed to the next step; Determining the construction processing time required for the construction project to meet the construction condition requirements based on the construction condition requirements of the unconstructed project in the construction area, and determining the related construction projects among the unconstructed projects based on the relationship between the unconstructed project and other unconstructed projects; Determining, based on the construction equipment and construction locations of the associated construction projects, the monitoring impact of the associated construction projects on the safety risk potential points of the construction project, and determining available construction projects among the associated construction projects based on the monitoring impact; The construction optimization treatment plan for the construction area is determined by using the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects, and combining the distribution data of the monitoring devices in the construction area.

2. The method for construction management of an assembled office building according to claim 1, wherein: The potential safety risk points in the construction area are determined based on the construction sites where safety accidents occurred in the construction projects.

3. The method for construction management of an assembled office building according to claim 1, wherein: Determine whether the monitoring and management reliability of safety risk points in the construction area meets the requirements, including: Determining the number of safety risk potential points in different monitoring devices in the construction area based on the safety risk potential points in the construction area; According to the number of potential safety risk points in different monitoring devices, it is determined whether the reliability of monitoring and management of potential safety risk points in the construction area meets the requirements.

4. The method for construction management of an assembled office building according to claim 1, wherein: When the reliability of monitoring and management of the safety risk hidden danger points in the construction area does not meet the requirements, it is impossible to carry out construction processing of other unconstructed projects simultaneously with the construction of the construction project.

5. The method for construction management of an assembled office building according to claim 1, wherein: The method for determining the associated construction projects among the unconstructed projects is as follows: Determine the construction overlap coefficient of the unconstructed project based on the ratio of the construction processing time when the construction project meets the construction condition requirements to the total construction time of the construction project; Based on the relationship between the unconstructed project and other unconstructed projects, determine the construction conditions that will be achieved after the completion of the unconstructed project, and the overlap between the construction conditions of different other unconstructed projects, and use the overlap to determine the number of projects affected by the unconstructed project; Determine the associated construction projects among the unconstructed projects according to the number of affected projects and the construction overlap coefficient.

6. The method for construction management of an assembled office building according to claim 5, wherein: The number of affected projects is determined based on the number of unconstructed projects whose construction conditions meet the construction condition requirements.

7. The method for construction management of an assembled office building according to claim 1, wherein: The monitoring device is a video monitoring device.

8. The method for construction management of an assembled office building according to claim 1, wherein: The method for determining the construction optimization treatment plan for the construction area is: Determining the number of safety risk potential points in different monitoring devices based on the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects; Determine the number of hidden safety risk points in the construction area that are obstructed during the construction process based on the safety risk potential points of the available construction projects and the distribution data of the safety risk potential points of the construction projects; The construction optimization treatment plan for the construction area is determined based on the number of safety risk potential points in different monitoring devices and the number of safety risk potential points that are obstructed during the construction process in the construction area.

9. The method for construction management of an assembled office building according to claim 8, wherein: The number of hidden safety risk points in the construction area during the construction process is determined based on the situation where the construction machinery or construction site hides the hidden safety risk points in the monitoring device when the construction project and available construction projects are being constructed simultaneously.

10. A computer system comprising: A memory and a processor in communication connection, and a computer program stored in the memory and capable of running on the processor, characterized in that when the processor runs the computer program, it executes a method for construction management of an assembled office building as described in any one of claims 1-9.

Images