CN117291329B

CN117291329B - Anomaly monitoring method, device, equipment and medium based on high-level reconstruction project

Info

Publication number: CN117291329B
Application number: CN202311104739.2A
Authority: CN
Inventors: 麦艺龙; 黄国珩; 黎子威
Original assignee: Mass Point Digital Technology Co ltd
Current assignee: Mass Point Digital Technology Co ltd
Priority date: 2023-08-29
Filing date: 2023-08-29
Publication date: 2024-03-19
Anticipated expiration: 2043-08-29
Also published as: CN117291329A

Abstract

The application relates to an anomaly monitoring method, device, equipment and medium based on a high-rise reconstruction project, wherein the method comprises the steps of obtaining an overall design file of an original building project, and generating an original building bearing stress model according to the overall design file of the original building project; acquiring built partial engineering data of an original building project, and generating a built building bearing stress model based on the built partial engineering data of the original building project; acquiring a construction project construction calculation file, and generating a building monitoring model according to the construction calculation file of the construction project and the built building bearing stress model; generating stress damage monitoring points based on the building monitoring model and the original building bearing stress model; and acquiring monitoring data of the stress damage monitoring point positions, and acquiring a construction site monitoring result of the integral building project according to the monitoring data. The method and the device have the effects of realizing real-time monitoring on the construction site of the reconstruction project and finding out the existing problems in time.

Description

Anomaly monitoring method, device, equipment and medium based on high-level reconstruction project

Technical Field

The invention relates to the technical field of construction monitoring, in particular to an anomaly monitoring method, device, equipment and medium based on a high-level reconstruction project.

Background

At present, because of various predictable or unpredictable reasons, construction production of some building projects is stopped, especially some large-scale high-rise building projects, the construction projects are stopped, whether demolishd or re-constructed is selected, if the high-rise projects are to be re-constructed, the completed building parts possibly have damaged structures due to long-term unattended construction, the building structures of some high-rise building projects can reach stress balance only when the construction projects are completed, and when the construction projects are in unfinished states, the completed building structures are not uniformly stressed and the structures of the completed building projects are possibly changed, so that safety during construction is needed to be particularly paid attention when the high-rise building projects are re-constructed.

In the related art, safety monitoring during construction of a building project adopts a combination of BIM (English full scale, building information model) and AR (augmented reality) technologies, a three-dimensional model is built for the building project, AR monitoring equipment is adopted to monitor a construction site, and the monitoring result is combined with the BIM model, so that the problem of the construction site is judged according to the difference between the monitoring result and the BIM model, but the engineering quantity of a high-rise building project is huge, deviation can occur in the built three-dimensional model, and the huge volume of the three-dimensional model and the complex technology of augmented reality have high performance requirements on computer equipment, so that the processing speed of the computer equipment is reduced, and the existing problem cannot be accurately and timely found.

The related technical scheme has the following defects: the monitoring means for the construction site of the reconstruction project has higher cost and can not find out the existing problems in time.

Disclosure of Invention

In order to realize real-time monitoring of a construction site of a reconstruction project and find existing problems in time, the application provides an anomaly monitoring method, device and equipment based on a high-level reconstruction project and a medium.

In a first aspect, the above object of the present application is achieved by the following technical solutions:

an anomaly monitoring method based on a high-level reconstruction project, the anomaly monitoring method based on the high-level reconstruction project comprises the following steps:

acquiring an overall design file of an original building project, and generating an original building bearing stress model based on the original building project according to the overall design file of the original building project;

acquiring built partial engineering data of an original building project, and generating a built building bearing stress model based on the built partial engineering data of the original building project;

acquiring a construction project construction calculation file, and generating a construction monitoring model for implementing construction site monitoring of the construction project according to the construction project construction calculation file and the constructed construction bearing stress model;

Generating stress damage monitoring points of the whole building project based on the building monitoring model and the original building bearing stress model;

and acquiring monitoring data of the stress damage monitoring points of the integral building project, and acquiring a construction site monitoring result of the integral building project according to the monitoring data.

By adopting the technical scheme, the distribution condition of the structure serving as bearing force in the original construction project design and the distribution condition of the selected construction materials which are easy to damage and lay for a long time are obtained according to the whole design file of the original construction project, the original construction bearing force model capable of representing the distribution condition of the structural force and the vulnerable point is generated according to the distribution condition of the structural force and the vulnerable point, the actual engineering data of the constructed part of the construction project can be obtained through the way of field investigation and the like on the constructed part, the actual construction bearing force of the constructed part is also obtained according to the engineering data, the constructed construction bearing force model capable of representing the distribution condition of the actual structural force and the vulnerable point of the constructed part is generated, the basic monitoring capability of the construction site is guaranteed by the surface of the basic structure layer of the high-rise construction project, the construction safety of the high-rise construction site is improved, the construction bearing force model is obtained according to the construction bearing force model is adjusted after the construction project is constructed according to the whole construction bearing force model is regulated according to the construction bearing force model which has been obtained by the construction force model and the construction point, and the construction bearing force model is easy to be regulated after the construction project is constructed and the construction bearing force is designed and the construction model is designed to be realized, the reliability of the reconstruction scheme cannot be effectively verified, so that the structural stress and the distribution condition of vulnerable points of the original building project are considered during construction of the reconstructed building project, the obtained monitoring points of the distribution condition of the structural stress and the vulnerable points of the original building project are monitored, the reliability of monitoring is improved, whether the stress damage monitoring points of the whole building project are correct or not can be verified, and the timeliness of monitoring and finding abnormal states is improved when the monitoring is incorrect, so that the safety of the high-rise reconstruction project is improved.

The present application may be further configured in a preferred example to: the method for generating the original building bearing stress model based on the original building project comprises the following steps of:

acquiring an overall design file of an original building project, and acquiring bearing stress point position distribution data and easy-damage point position distribution data of the original building project according to the overall design file of the original building project;

and generating an original building bearing stress model based on the bearing stress point position distribution data and the easy-damage point position distribution data of the original building project.

By adopting the technical scheme, the overall design file of the original building project comprises construction engineering details, building material details, structural design drawings, construction design drawings and construction specifications and standards of the original building project, stress point position distribution data and easy damage point position distribution data of the original building project are obtained according to the overall design file of the original building project, the stress point position distribution data of the original building project refer to position distribution data and stress data of members such as bearing walls, counterweight walls, shear walls and constructional columns used for stress support and the members connected with the members, the vulnerable point position distribution data of the original building project refer to position distribution data of vulnerable building materials on the original building project, the position distribution data and stress data of members with lower structural strength in the members used for stress support, and the original building load bearing model generated based on the stress bearing point position distribution data and easy damage point position distribution data can represent the overall load bearing condition and easy damage point position of the original building project and reflect the point position to be monitored in the construction process, so that the construction data of the original building project based on the original building project is required to be noted and monitored, and the monitoring accuracy of the construction project is improved.

The present application may be further configured in a preferred example to: the method for obtaining the built partial engineering data of the original building project, and generating the built building bearing stress model based on the built partial engineering data of the original building project specifically comprises the following steps:

acquiring built part engineering data of an original building project, wherein the built part engineering data of the original building project comprises bearing stress points, engineering building materials and a building time point of the built part of the original building project;

generating building vulnerable point position distribution data of the built part of the original building project according to the built part engineering data of the original building project;

and generating a built building bearing and bearing model according to the bearing and bearing point position of the built part of the original building project and the distribution data of the building vulnerable point positions.

By adopting the technical scheme, the built part of the original building project is based on the built part of the original building project, the built part of the original building project is the actual engineering data obtained by detection on the built part of the building, the actual loss condition of the building material and the actual structural strength of the member with lower structural strength of the original building project are obtained through actual detection due to shutdown and stop building of the original building project, so that the vulnerable point distribution data of the built part of the actual original building project is obtained according to the built part of the original building project, and the built building bearing model which shows the integral bearing condition and the vulnerable point of the built part of the original building project is generated through the obtained bearing point and the building vulnerable point distribution data of the built part of the actual original building project.

The present application may be further configured in a preferred example to: the method for obtaining the construction project construction calculation file, based on the construction project construction calculation file and the constructed construction bearing stress model, generating a construction monitoring model for implementing construction site monitoring of the construction project construction, specifically comprising:

acquiring a reconstruction calculation file of a reconstructed building project, and acquiring bearing stress point position distribution data and easy-damage point position distribution data of the reconstructed building project based on the reconstruction calculation file of the reconstructed building project;

generating a reconstructed building bearing stress model based on the reconstructed building project according to the bearing stress point position distribution data and the easy-damage point position distribution data of the reconstructed building project;

and generating a building monitoring model for implementing the reconstruction construction site monitoring of the reconstruction building project according to the reconstruction building bearing stress model and the established building bearing stress model.

By adopting the technical scheme, the construction project details, the construction material details, the structural design drawing, the construction design drawing and the construction standards and standards of the construction project are also included in the construction meter file of the construction project, the construction bearing model representing the overall bearing stress condition and the vulnerable point of the construction project is generated according to the construction meter file of the construction project, then the influence of the built part of the construction project and the construction bearing model on the bearing stress of the construction project is judged through superposition of the construction bearing model and the built bearing model, for example, the influence of the construction project on the change of the bearing stress condition of the vulnerable point distribution of the built part of the construction project is regulated according to the influence, the regulated construction bearing model and the built bearing model are recombined and superposed to obtain the construction model capable of representing the overall bearing condition and the vulnerable point of the construction project, the construction project is monitored in the construction point of the construction project, and the construction point is monitored accurately according to the construction point of the construction project, and the construction point is monitored accurately, and the construction project is monitored accurately.

The present application may be further configured in a preferred example to: the generating a stress damage monitoring point position of the whole building project based on the building monitoring model and the original building bearing stress model specifically comprises the following steps:

generating a stress damage monitoring point position of the reconstructed building based on the reconstructed building project according to the building monitoring model;

based on the comparison of the building monitoring model and the original building bearing stress model, a model comparison result is obtained, wherein the model comparison result comprises differential stress point position distribution data and differential vulnerable point position distribution data;

generating an original building stress damage monitoring point position based on the original building project in the reconstruction construction stage according to the model comparison result;

correspondingly obtaining a reconstruction building stress deformation threshold value based on the original building stress damage monitoring point position based on the original building load bearing stress model and the building monitoring model, and a original building stress deformation threshold value based on the reconstruction building stress damage monitoring point position;

and correlating the stress damage monitoring points of the reconstructed building with the stress damage monitoring points of the original building to obtain stress damage monitoring points of the whole building project.

According to the technical scheme, firstly, the construction monitoring model is adopted to obtain the construction stress damage monitoring point based on the construction monitoring model, because the construction project is structurally modified on the basis of the original construction project, the reliability of the modification scheme cannot be effectively verified, if the design reliability of the construction project is not up to standard, the omission of the monitoring point is possibly caused, and therefore, the monitoring point obtained on the basis of the original construction project is also needed to be considered, and therefore, by comparing the construction monitoring model with the original construction bearing stress model, different stress point distribution data and the vulnerable point distribution data of the original construction project and the whole construction project are obtained, according to the different stress point distribution data and the vulnerable point distribution data, the original construction stress damage monitoring point based on the original construction project is generated, the original construction stress damage monitoring point is added with the original construction stress damage monitoring point, namely the monitoring point required to be monitored on the construction site of the construction project, the original construction bearing stress model is obtained through the corresponding design file, the bearing stress distribution data of the corresponding design file and the vulnerable point is obtained through the corresponding design file, the fact that the construction site deformation monitoring threshold is more improved, and the actual stress monitoring threshold is realized on the basis of the fact that the construction site deformation monitoring threshold is more influenced by the construction site monitoring threshold is increased.

In a second aspect, the above object of the present application is achieved by the following technical solutions:

an anomaly monitoring device based on a high-level reconstruction project, the anomaly monitoring device based on the high-level reconstruction project comprising:

the original building bearing stress model generation module is used for acquiring the overall design file of an original building project and generating an original building bearing stress model based on the original building project according to the overall design file of the original building project;

the built building bearing stress model generation module is used for acquiring built partial engineering data of an original building project and generating a built building bearing stress model based on the built partial engineering data of the original building project;

the building monitoring model generation module is used for acquiring a construction project construction calculation file, and generating a building monitoring model for implementing construction site monitoring of the construction project according to the construction project construction calculation file and the built building bearing stress model;

the stress damage monitoring point position generation module is used for generating stress damage monitoring points of the whole building project based on the building monitoring model and the original building bearing stress model;

The construction site monitoring result acquisition module is used for acquiring monitoring data of the stress damage monitoring points of the integral building project and acquiring a construction site monitoring result of the integral building project according to the monitoring data.

In a third aspect, the above object of the present application is achieved by the following technical solutions:

a computer device comprising a memory, a processor and a computer program stored in the memory and executable on the processor, the processor implementing the steps of the above-described high-level reconstruction project-based anomaly monitoring method when the computer program is executed.

In a fourth aspect, the above object of the present application is achieved by the following technical solutions:

a computer readable storage medium storing a computer program which, when executed by a processor, implements the steps of the above-described anomaly monitoring method based on a high-level reconstruction item.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the distribution situation of structural stress and easy-to-damage points can be monitored from a foundation structure layer of a high-rise building project to a high-rise reconstruction construction site, basic monitoring capability of the construction site is guaranteed, the construction safety of the high-rise reconstruction building project is improved, design files of the reconstruction project are obtained, the influence of the reconstruction building project on the built part is obtained according to the design files of the reconstruction building project and the built building bearing stress model, the built building bearing stress model is adjusted according to the influence, the distribution situation of the structural stress and easy-to-damage points of the reconstruction building project is combined by the adjusted built building bearing stress model, and the building monitoring model capable of representing the distribution situation of the structural stress and easy-to-damage points of the whole building project after the reconstruction building project is constructed on the basis of the original building project is obtained;

2. The actual loss condition of building materials and the actual structural strength of a member with lower structural strength of the original building project are required to be obtained through actual detection, so that the vulnerable point position distribution data of the actual built part of the original building project is obtained according to the engineering data of the built part of the original building project, and then the built building bearing stress model showing the integral bearing stress condition and the vulnerable point position of the built part of the original building project is generated through the obtained bearing stress point position and the building vulnerable point position distribution data of the actual built part of the original building project, and the actual condition of the built part of the original building project can be accurately obtained through the built building bearing stress model, so that the monitoring reliability of the reconstructed building project is improved;

3. the method comprises the steps of obtaining different stress point distribution data and vulnerable point distribution data of an original building project and an integral building project through comparison of a building monitoring model and an original building bearing stress model, generating original building stress damage monitoring points based on the original building project according to the different stress point distribution data and the vulnerable point distribution data, wherein the original building stress damage monitoring points and the original building stress damage monitoring points are monitoring points which need to be monitored on a construction site of the reconstructed building project, the original building bearing stress model is obtained through corresponding design files, the bearing stress point distribution data and the vulnerable point distribution data of the corresponding design files comprise stress deformation threshold values of each monitoring point, abnormal state monitoring of the construction site of the reconstructed building project can be achieved according to the stress deformation threshold values, the added monitoring points based on the original building project are actually verification of the building monitoring model, and safety of the construction site of the reconstructed building project is guaranteed through more monitoring points.

Drawings

FIG. 1 is a flow chart of an anomaly monitoring method based on a high-level reconstruction project in an embodiment of the present application;

FIG. 2 is a flowchart of an implementation of S10 of an anomaly monitoring method based on a high-level reconstruction project in an embodiment of the present application;

FIG. 3 is a flowchart of an implementation of S20 of an anomaly monitoring method based on a high-level reconstruction project in an embodiment of the present application;

FIG. 4 is a flowchart of an implementation of S30 of an anomaly monitoring method based on a high-level reconstruction project in an embodiment of the present application;

FIG. 5 is a flowchart of an implementation of S40 of an anomaly monitoring method based on a high-level reconstruction project in an embodiment of the present application;

FIG. 6 is a schematic block diagram of an anomaly monitoring device based on a high-level reconstruction project in an embodiment of the present application;

FIG. 7 is an internal block diagram of an anomaly monitoring computer device based on a high-level reconstruction project in an embodiment of the present application.

Detailed Description

The present application is described in further detail below with reference to the accompanying drawings.

In one embodiment, as shown in fig. 1, the application discloses an anomaly monitoring method based on a high-level reconstruction project, which specifically includes the following steps:

s10: and acquiring an overall design file of the original building project, and generating an original building bearing stress model based on the original building project according to the overall design file of the original building project.

In this embodiment, the overall design file refers to engineering design files and design drawing information of the original building project. The original building bearing capacity model is model information capable of representing the whole bearing capacity condition and easy-to-damage point positions of an original building project.

Specifically, engineering design files and design drawing information of an original building project are obtained, namely, the overall design files of the original building project are obtained, the overall design files of the original building project comprise construction engineering details, building material details, structural design drawings, construction specifications and standards of the original building project, a model capable of representing the overall bearing stress condition and vulnerable points of the original building project, namely, an original building bearing stress model is obtained based on analysis of the obtained overall design files of the original building project, the overall bearing stress condition represented by the original building bearing stress model refers to the position and stress data of stress components of the original building project, and the vulnerable points refer to the distribution positions of vulnerable building materials of the original building project and the distribution positions of the building components with lower structural strength.

Further, the original building bearing stress model also comprises a stress threshold of a stress member of an original building project, a loss threshold of vulnerable and easy-to-consume building materials and a strength threshold of a building member with lower structural strength.

S20: and acquiring the built partial engineering data of the original building project, and generating a built building bearing stress model based on the built partial engineering data of the original building project.

In this embodiment, the built-in part of the engineering data of the original construction project refers to actual construction engineering data of the built-in part of the original construction project. The built building bearing model refers to model information capable of representing the overall bearing condition and easy-to-damage point positions of the built part of the original building project.

Specifically, the built part of the original building project refers to the actual engineering data detected on the built part of the original building project, namely, the built part engineering data of the original building project, and the model capable of representing the integral bearing stress condition and the easy-to-damage point position of the built part of the original building project, namely, the built building bearing stress model is generated through the actual bearing stress condition of the built part of the original building project, the loss condition of easy-to-wear building materials and the actual strength of building components with low structures, which are represented in the built part engineering data of the original building project.

Further, the built building bearing stress model also comprises a stress threshold value of a stress component at a built part of the original building project, a loss threshold value of building materials which are easy to consume and a strength threshold value of a building component with lower structural strength.

S30: and acquiring a construction project construction calculation file, and generating a construction monitoring model for implementing construction site monitoring of the construction project according to the construction project construction calculation file and the built construction bearing stress model.

In this embodiment, the construction project file refers to an engineering design file and design drawing information of the construction project. The building monitoring model refers to model information for representing the overall bearing stress condition and easy-to-damage point positions of the reconstructed building project and the built part of the original building project.

Specifically, the reconstructed building project refers to a reconstructed building project based on a part of an original building project, engineering design files and design drawing information of the reconstructed building project are obtained, namely, a reconstructed meter file is obtained, an influence of the reconstructed building project on the constructed part is obtained according to the design files of the reconstructed building project and a constructed building bearing stress model, the constructed building bearing stress model is adjusted according to the influence, and the distribution situation of structural stress and vulnerable points of the reconstructed building project represented by the adjusted constructed building bearing stress model and the reconstructed meter file is combined to obtain a building monitoring model capable of representing the distribution situation of the structural stress and the vulnerable points of the constructed building project, namely, a building monitoring model is used for carrying out on-site monitoring according to the monitoring points represented by the model during construction of the reconstructed building project.

S40: and generating stress damage monitoring points of the whole building project based on the building monitoring model and the original building bearing stress model.

In this embodiment, the stress damage monitoring point location refers to a point location where monitoring is performed on a construction site of a reconstructed building project.

Specifically, the whole building project refers to a building project obtained after the built part of the original building project is overlapped with the reconstructed building project, and because the reconstructed building project is structurally modified on the basis of the original building project, the reliability of a modification scheme of the reconstructed building project cannot be effectively verified, so that the distribution condition of vulnerable points of the structure of the original building project is considered when the reconstructed building project is constructed, the omission of monitoring points is avoided, the monitoring points based on the building monitoring model are acquired according to the building monitoring model, the monitoring points based on the original building bearing and bearing model are acquired according to the original building bearing and bearing model, the obtained monitoring point combinations based on the two models are eliminated, and the monitoring points based on the original building bearing and bearing model in the same monitoring points are obtained, namely the stress damage monitoring points used for monitoring on the construction site of the reconstructed building project are obtained.

S50: and acquiring monitoring data of the stress damage monitoring points of the integral building project, and acquiring a construction site monitoring result of the integral building project according to the monitoring data.

In this embodiment, the monitoring data refers to data obtained by monitoring stress damage monitoring points on a construction site of an overall construction project. The construction site monitoring result is an abnormal state monitoring result obtained by monitoring the stress damage monitoring point position of the whole building project.

Specifically, after all the stress damage monitoring points are obtained, a project site constructor arranges monitoring equipment on the stress damage monitoring points to monitor, then data obtained by monitoring the monitoring equipment on the monitoring points of the construction site of the whole building project, namely monitoring data, are obtained, and according to the monitoring data, the monitoring data of each stress damage monitoring point is compared with a corresponding monitoring threshold value of the monitoring point, and the obtained comparison result is the construction site monitoring result of the whole building project.

In one embodiment, as shown in fig. 2, in step S10, an overall design file of an original building project is obtained, and an original building load-bearing model based on the original building project is generated according to the overall design file of the original building project, which specifically includes:

S11: the method comprises the steps of obtaining an overall design file of an original building project, and obtaining bearing stress point position distribution data and vulnerable point position distribution data of the original building project according to the overall design file of the original building project.

In this embodiment, the bearing stress point position distribution data of the original building project refers to the member for supporting bearing function and the member connected with the member on the original building project, and the position distribution data and the stress data in the original building project. The vulnerable point position distribution data of the original building project refers to the position distribution data of vulnerable and vulnerable building materials on the original building project, and the position distribution data and the stress intensity data of the components with lower structural intensity in the components used for stress support.

Specifically, an overall design file of an original building project is obtained, according to a building component which is used for bearing force and is supported by the design of a bearing wall, a counterweight wall, a shear wall, a constructional column and the like in the overall design file, a component connected with the building component, a design stress value of the component and a design maximum stress value, bearing stress point position distribution data which represents the distribution position and stress condition of the building component bearing force on the original building project is obtained, and then according to building material details, construction design drawings, construction specifications, standards and the like in the overall design file, and acquiring the self-easy-to-wear building material, the distribution position and the design loss maximum value of the building material which are easy to wear due to the construction time, the position distribution data of a member with lower structural strength in the members for stressed support, the design stress value and the design maximum stress value of the member, and obtaining the easy-to-wear building material representing the original building project and the distribution position and the vulnerable point position distribution data of the member with lower structural strength.

S12: and generating an original building bearing stress model based on the bearing point position distribution data and the easy-damage point position distribution data of the original building project.

Specifically, according to the obtained stress bearing point position distribution data and the fragile point position distribution data of the original building project, the stress bearing point position distribution data and the fragile point position distribution data are combined, and an original building bearing stress model is generated in a three-dimensional component mode.

In one embodiment, as shown in fig. 3, in step S20, the built-up partial engineering data of the original building project is obtained, and the built-up bearing stress model is generated based on the built-up partial engineering data of the original building project, which specifically includes:

s21: and acquiring the built part engineering data of the original building project, wherein the built part engineering data of the original building project comprises bearing stress points, engineering building materials and building time points of the built part of the original building project.

Specifically, the engineering data of the built part of the original building project includes the distribution position data of the building component for bearing the load and the bearing load point of the built part of the original building project, the actual building material of the original building project, and the building time point of the built part of the original building project.

S22: and generating the distribution data of the vulnerable points of the building of the built part of the original building project according to the engineering data of the built part of the original building project.

In this embodiment, the building vulnerable point distribution data refers to the position distribution and actual data of building components with lower structural strength and building materials with loss of the built-up part of the original building project.

Specifically, according to the engineering data of the built part of the original building project obtained by actually detecting the built part of the original building project, combining the overall design file of the original building project, comparing the overall design file with corresponding data in the engineering data of the built part of the original building project to obtain the position distribution and the actual data of building components with reduced actual structural strength of the built part of the original building project and building materials with larger loss actually generated, and adding the original vulnerable point distribution data of the built part of the original building project obtained according to the overall design file to obtain the vulnerable point distribution data of the building of the built part of the original building project.

S23: and generating a built building bearing and bearing model according to the bearing and bearing point position of the built part of the original building project and the distribution data of the building vulnerable point positions.

Specifically, according to the bearing stress points and the distribution data of the vulnerable points of the building of the built part of the original building project, the bearing stress points and the distribution data of the vulnerable points of the building are combined and overlapped to generate a built building bearing stress model in the form of a three-dimensional member.

In one embodiment, as shown in fig. 4, in step S30, a construction project construction plan file is obtained, and a construction monitoring model for implementing construction site monitoring of a construction project is generated based on the construction project construction plan file and a built construction load bearing model, which specifically includes:

s31: the method comprises the steps of obtaining a reconstruction calculation file of a reconstructed building project, and obtaining bearing stress point position distribution data and vulnerable point position distribution data of the reconstructed building project based on the reconstruction calculation file of the reconstructed building project.

In this embodiment, the bearing stress point position distribution data of the reconstructed building project refers to the member for supporting bearing function on the reconstructed building project and the member connected with the member, and the position distribution data and the stress data in the reconstructed building project. The vulnerable point position distribution data of the reconstructed building project refers to the position distribution data of vulnerable and consumable building materials on the reconstructed building project, and the position distribution data and the stress intensity data of the components with lower structural intensity in the components used for stress support.

Specifically, a construction project reconstruction file is obtained, according to a construction member such as a design bearing wall, a counterweight wall, a shear wall, a constructional column and the like used for bearing support and a member connected with the construction member, as well as a design bearing value and a design maximum bearing value of the construction member in the construction project reconstruction file, bearing point position distribution data of the construction project of the construction member representing bearing force and bearing force condition on the construction project are obtained, and then according to building material details, construction design drawings, construction specifications, standards and the like in the construction project reconstruction file, self-easy-loss building materials, the distribution position and the design loss maximum value of the building materials which are lost due to construction time reconstruction, the position distribution data of the construction member with lower structural strength in the construction member used for bearing support, the design bearing value and the design maximum bearing value of the construction member are obtained, and the easy-loss building materials representing the construction project and the distribution position and the easy-loss point position distribution data of the design data of the construction member with lower structural strength are obtained.

S32: and generating a reconstructed building bearing stress model based on the reconstructed building project according to the bearing stress point position distribution data and the easy-damage point position distribution data of the reconstructed building project.

In this embodiment, the reconstructed building load-bearing model refers to model information representing the overall load-bearing condition and the easy-to-damage point positions of the reconstructed building project.

Specifically, according to the bearing stress point position distribution data and the vulnerable point position distribution data of the reconstructed building project, the bearing stress point position distribution data and the vulnerable point position distribution data are combined and overlapped to generate a reconstructed building bearing stress model in a three-dimensional component form.

Further, the load bearing and bearing model of the reconstructed building also comprises a stress threshold value of a stress component on the reconstructed building project, a loss threshold value of building materials which are easy to consume and a strength threshold value of the building component with lower structural strength.

S33: and generating a building monitoring model for implementing the reconstruction construction site monitoring of the reconstruction building project according to the reconstruction building bearing stress model and the established building bearing stress model.

The method comprises the steps of superposing a reconstructed building bearing model and a constructed building bearing model according to the reconstructed building bearing model and the constructed building bearing model, judging the influence of the constructed part of an original building project and the reconstructed building project on bearing stress of the reconstructed building project, wherein the influence comprises the influence that the construction of the reconstructed building project changes the stress condition of the vulnerable point distribution of the constructed part of the original building project, regulating the reconstructed building bearing model and the constructed building bearing model according to the influence, and recombining and superposing the regulated reconstructed building bearing model and the constructed building bearing model to obtain a building monitoring model capable of representing the integral bearing condition and the vulnerable point of the integral building project comprising the constructed part of the original building project and the reconstructed building project.

Further, after the load bearing model of the reconstructed building and the load bearing model of the built building are adjusted, the corresponding load bearing threshold of the load bearing components in the load bearing model of the reconstructed building and the load bearing model of the built building, the loss threshold of the vulnerable and easy-to-consume building materials, and the strength threshold of the building components with lower structural strength are also adjusted corresponding to the adjustment of the model, and then the building monitoring model also comprises the load bearing threshold of the adjusted load bearing components, the loss threshold of the vulnerable and easy-to-consume building materials and the strength threshold of the building components with lower structural strength on the whole building project.

In one embodiment, as shown in fig. 5, in step S40, based on the building monitoring model and the original building load bearing model, a load damage monitoring point for the whole building project is generated, which specifically includes:

s41: and generating a stress damage monitoring point position of the reconstructed building based on the reconstructed building project according to the building monitoring model.

In this embodiment, the stress damage monitoring point location of the reconstructed building refers to a monitoring point location for implementing monitoring on the reconstructed building project at a construction site of the reconstructed building project.

Specifically, according to the overall bearing stress condition and model information of easy-damage points of the reconstructed building project and the built part of the original building project, which are represented by the building monitoring model, monitoring point position information of the building component for supporting stress and the easy-damage points of each reconstructed building project and the built part of the original building project, namely, the damaged monitoring point positions of the reconstructed building are generated.

S42: based on the comparison of the building monitoring model and the original building bearing stress model, a model comparison result is obtained, wherein the model comparison result comprises differential stress point position distribution data and differential vulnerable point position distribution data.

In this embodiment, the model comparison result refers to the difference information between the building monitoring model and the original building load bearing model.

Specifically, the whole building project is a building project obtained after the built part of the original building project is overlapped with the reconstructed building project, and because the reconstructed building project is structurally modified on the basis of the original building project, the reliability of a modification scheme cannot be effectively verified, and therefore, when the reconstructed building project is constructed, the distribution condition of structural stress and vulnerable points of the original building project is considered, the omission of monitoring points is avoided, and therefore, a building monitoring model and an original building bearing stress model are subjected to model comparison to obtain a model comparison result, and the difference of stress point distribution data and vulnerable point distribution data of the building monitoring model and the original building bearing stress model can be represented in the model comparison result, namely, the stress point distribution data and the vulnerable point distribution data which are not contained in the building monitoring model, namely, the differential stress point distribution data and the differential vulnerable point distribution data are represented.

S43: and generating original building stress damage monitoring points based on the original building project in the reconstruction construction stage according to the model comparison result.

In this embodiment, the original building stress damage monitoring point location refers to a monitoring point location for monitoring the original building project at the construction site of the reconstructed building project.

Specifically, according to the obtained differential stress point position distribution data and differential vulnerable point position distribution data on the original building projects, the monitoring point position information of the building components and vulnerable point positions used for supporting stress on each original building project, namely the original building stress damage monitoring point positions, is produced.

S44: based on the original building bearing stress model and the building monitoring model, correspondingly obtaining a reconstruction building stress deformation threshold based on the original building stress damage monitoring point position and an original building stress deformation threshold based on the reconstruction building stress damage monitoring point position.

In this embodiment, the stress deformation threshold of the reconstructed building refers to the maximum value of the monitoring data at the stress damage monitoring point of the reconstructed building. The stress deformation threshold of the original building is the maximum value of monitoring data of the stress damage monitoring point position of the original building.

Specifically, according to the monitoring threshold values in the original building bearing stress model and the building monitoring model, respectively, the monitoring threshold values are used as the maximum value of the monitoring data of the original building stress damage monitoring point position, namely the original building stress deformation threshold value, and the maximum value of the monitoring data of the reconstructed building stress damage monitoring point position, namely the reconstructed building stress deformation threshold value.

Further, each original building stress deformation threshold is associated with a corresponding original building stress damage monitoring point, and each reconstructed building stress deformation threshold is associated with a corresponding reconstructed building stress damage monitoring point.

S45: and correlating the stress damage monitoring points of the reconstructed building with the stress damage monitoring points of the original building to obtain the stress damage monitoring points of the whole building project.

Specifically, the stress damage monitoring point positions of the reconstructed building are associated with the stress damage monitoring point positions of the original building, so that the stress damage monitoring point positions for monitoring the whole building project on the construction site of the reconstructed building project are obtained.

It should be understood that the sequence number of each step in the foregoing embodiment does not mean that the execution sequence of each process should be determined by the function and the internal logic of each process, and should not limit the implementation process of the embodiment of the present application in any way.

In an embodiment, an anomaly monitoring device based on a high-level reconstruction item is provided, where the anomaly monitoring device based on the high-level reconstruction item corresponds to the anomaly monitoring method based on the high-level reconstruction item in the embodiment one by one. As shown in fig. 6, the anomaly monitoring device based on the high-rise reconstruction project comprises an original building bearing stress model generation module, a built building bearing stress model generation module, a building monitoring model generation module, a stress damage monitoring point position generation and a construction site monitoring result acquisition module. The functional modules are described in detail as follows:

The original building bearing stress model generation module is used for acquiring the overall design file of the original building project and generating an original building bearing stress model based on the original building project according to the overall design file of the original building project;

the built building bearing stress model generation module is used for acquiring built partial engineering data of the original building project and generating a built building bearing stress model based on the built partial engineering data of the original building project;

the building monitoring model generation module is used for acquiring a construction project calculation file, and generating a building monitoring model for implementing construction site monitoring of the construction project according to the construction project calculation file and the built construction bearing stress model;

the stress damage monitoring point position generation module is used for generating stress damage monitoring point positions of the whole building project based on the building monitoring model and the original building bearing stress model;

Optionally, the original building bearing stress model generating module includes:

The original building bearing stress model data acquisition submodule is used for acquiring the overall design file of an original building project, and acquiring bearing stress point position distribution data and easy-damage point position distribution data of the original building project according to the overall design file of the original building project;

the original building bearing model generation submodule is used for generating an original building bearing model based on the bearing point position distribution data and the easy-damage point position distribution data of the original building project.

Optionally, the built building load bearing model generating module includes:

the system comprises a sub-module for acquiring the built-in part of engineering data of the original building project, wherein the sub-module is used for acquiring the built-in part of engineering data of the original building project, and the built-in part of engineering data of the original building project comprises bearing stress points, engineering building materials and building time points of the built-in part of the original building project;

the building vulnerable point position distribution data acquisition sub-module is used for generating building vulnerable point position distribution data of the built part of the original building project according to the built part of engineering data of the original building project;

the built building bearing stress model generation submodule is used for generating a built building bearing stress model according to the bearing stress point position and the building vulnerable point position distribution data of the built part of the original building project.

Optionally, the building monitoring model generating module includes:

the building project data acquisition sub-module is used for acquiring a building project reconstruction calculation file, and acquiring bearing stress point position distribution data and easy damage point position distribution data of the building project based on the building project reconstruction calculation file;

the building load bearing model generating submodule is used for generating a building load bearing model based on the building project according to load bearing point position distribution data and easy damage point position distribution data of the building project;

the building monitoring model generation sub-module is used for generating a building monitoring model for implementing the reconstruction construction site monitoring of the reconstruction building project according to the reconstruction building bearing stress model and the established building bearing stress model.

Optionally, the stress damage monitoring point position generating module includes:

the building construction stress damage monitoring point position generation sub-module is used for generating a building construction stress damage monitoring point position based on a building construction project according to the building monitoring model;

the model comparison sub-module is used for obtaining a model comparison result based on the comparison of the building monitoring model and the original building bearing stress model, and the model comparison result comprises differential stress point position distribution data and differential vulnerable point position distribution data;

The original building stress damage monitoring point position generation sub-module is used for generating original building stress damage monitoring point positions based on the original building items in the reconstruction construction stage according to the model comparison result;

the stress deformation threshold value acquisition submodule is used for correspondingly acquiring a reconstructed building stress deformation threshold value based on the original building stress damage monitoring point position based on the original building bearing stress model and the building monitoring model and an original building stress deformation threshold value based on the reconstructed building stress damage monitoring point position;

the stress damage monitoring point position generation sub-module is used for associating the stress damage monitoring point position of the reconstructed building with the stress damage monitoring point position of the original building to obtain the stress damage monitoring point position of the whole building project.

For specific limitations of the anomaly monitoring device based on the high-level reconstruction project, reference may be made to the above limitation of the anomaly monitoring method based on the high-level reconstruction project, and the details are not repeated here. The above-mentioned abnormality monitoring device based on the high-level reconstruction project may be implemented in whole or in part by software, hardware, and a combination thereof. The above modules may be embedded in hardware or may be independent of a processor in the computer device, or may be stored in software in a memory in the computer device, so that the processor may call and execute operations corresponding to the above modules.

In one embodiment, a computer device is provided, which may be a server, the internal structure of which may be as shown in fig. 7. The computer device includes a processor, a memory, a network interface, and a database connected by a system bus. Wherein the processor of the computer device is configured to provide computing and control capabilities. The memory of the computer device includes a non-volatile storage medium and an internal memory. The non-volatile storage medium stores an operating system, computer programs, and a database. The internal memory provides an environment for the operation of the operating system and computer programs in the non-volatile storage media. The database of the computer equipment is used for storing an original building bearing stress model, a built building bearing stress model, a building monitoring model and the like. The network interface of the computer device is used for communicating with an external terminal through a network connection. The computer program, when executed by a processor, implements a method for anomaly monitoring based on high-level reconstruction projects.

In one embodiment, a computer device is provided comprising a memory, a processor, and a computer program stored on the memory and executable on the processor, the processor implementing the steps of when executing the computer program:

In one embodiment, a computer readable storage medium is provided having a computer program stored thereon, which when executed by a processor, performs the steps of:

Those skilled in the art will appreciate that implementing all or part of the above described methods may be accomplished by way of a computer program stored on a non-transitory computer readable storage medium, which when executed, may comprise the steps of the embodiments of the methods described above. Any reference to memory, storage, database, or other medium used in the various embodiments provided herein may include non-volatile and/or volatile memory. The nonvolatile memory can include Read Only Memory (ROM), programmable ROM (PROM), electrically Programmable ROM (EPROM), electrically Erasable Programmable ROM (EEPROM), or flash memory. Volatile memory can include Random Access Memory (RAM) or external cache memory. By way of illustration and not limitation, RAM is available in a variety of forms such as Static RAM (SRAM), dynamic RAM (DRAM), synchronous DRAM (SDRAM), double Data Rate SDRAM (DDRSDRAM), enhanced SDRAM (ESDRAM), synchronous Link DRAM (SLDRAM), memory bus direct RAM (RDRAM), direct memory bus dynamic RAM (DRDRAM), and memory bus dynamic RAM (RDRAM), among others.

It will be apparent to those skilled in the art that, for convenience and brevity of description, only the above-described division of the functional units and modules is illustrated, and in practical application, the above-described functional distribution may be performed by different functional units and modules according to needs, i.e. the internal structure of the apparatus is divided into different functional units or modules to perform all or part of the above-described functions.

The above embodiments are only for illustrating the technical solution of the present application, and are not limiting; although the present application has been described in detail with reference to the foregoing embodiments, it should be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present application, and are intended to be included in the scope of the present application.

Claims

1. The anomaly monitoring method based on the high-level reconstruction project is characterized by comprising the following steps of:

acquiring monitoring data of stress damage monitoring points of the integral building project, and acquiring a construction site monitoring result of the integral building project according to the monitoring data;

the generating a stress damage monitoring point position of the whole building project based on the building monitoring model and the original building bearing stress model specifically comprises the following steps:

2. The anomaly monitoring method based on the high-rise building project according to claim 1, wherein the obtaining the overall design file of the original building project, generating the original building bearing stress model based on the original building project according to the overall design file of the original building project, specifically comprises:

3. The anomaly monitoring method based on high-rise building project according to claim 1, wherein the obtaining the built partial engineering data of the original building project, and generating the built building load-bearing model based on the built partial engineering data of the original building project, specifically comprises:

4. The anomaly monitoring method based on the high-rise building project according to claim 1, wherein the obtaining the building project building calculation file, generating the building monitoring model for implementing the building site monitoring of the building project based on the building project building calculation file and the built building load bearing model, specifically comprises:

5. An anomaly monitoring device based on a high-level reconstruction project, which is characterized by comprising:

the construction site monitoring result acquisition module is used for acquiring monitoring data of the stress damage monitoring points of the integral building project and acquiring a construction site monitoring result of the integral building project according to the monitoring data;

the stress damage monitoring point position generation module comprises:

the building monitoring module is used for generating building monitoring points based on the building monitoring model;

the model comparison sub-module is used for obtaining a model comparison result based on the comparison of the building monitoring model and the original building bearing stress model, wherein the model comparison result comprises difference stress point position distribution data and difference vulnerable point position distribution data;

The original building stress damage monitoring point position generation sub-module is used for generating an original building stress damage monitoring point position based on the original building project in the reconstruction construction stage according to the model comparison result;

the stress deformation threshold value acquisition sub-module is used for correspondingly acquiring a reconstructed building stress deformation threshold value based on the original building stress damage monitoring point position based on the original building bearing stress model and the building monitoring model, and the original building stress deformation threshold value based on the reconstructed building stress damage monitoring point position;

and the stress damage monitoring point position generation sub-module is used for correlating the stress damage monitoring point position of the reconstructed building with the stress damage monitoring point position of the original building to obtain the stress damage monitoring point position of the whole building project.

6. The anomaly monitoring device based on high-rise building reconstruction project according to claim 5, wherein the original building load-bearing model generation module comprises:

the original building bearing stress model data acquisition sub-module is used for acquiring the overall design file of an original building project, and acquiring bearing stress point position distribution data and easy-damage point position distribution data of the original building project according to the overall design file of the original building project;

The original building bearing stress model generation submodule is used for generating an original building bearing stress model based on the bearing point position distribution data and the easy-damage point position distribution data of the original building project.

7. The anomaly monitoring device based on high-rise building reconstruction project according to claim 5, wherein the built building load bearing model generation module comprises:

the system comprises a sub-module for acquiring the built-in part of engineering data of the original building project, wherein the built-in part of engineering data of the original building project comprises bearing stress points, engineering building materials and building time points of the built-in part of the original building project;

and the built building bearing and bearing model generating submodule is used for generating a built building bearing and bearing model according to the bearing and bearing point position of the built part of the original building project and the distribution data of the vulnerable point positions of the building.

8. A computer device comprising a memory, a processor and a computer program stored in the memory and executable on the processor, characterized in that the processor implements the steps of the high-level reconstruction item-based anomaly monitoring method according to any one of claims 1 to 4 when the computer program is executed.

9. A computer-readable storage medium storing a computer program, wherein the computer program when executed by a processor implements the steps of the high-level reconstruction item-based anomaly monitoring method of any one of claims 1 to 4.