CN114692248A

CN114692248A - Ground beam generation method and device, computer equipment and storage medium

Info

Publication number: CN114692248A
Application number: CN202011606009.9A
Authority: CN
Inventors: 尤勇敏; 其他发明人请求不公开姓名
Original assignee: Jiuling Jiangsu Digital Intelligent Technology Co Ltd
Current assignee: Jiuling Jiangsu Digital Intelligent Technology Co Ltd
Priority date: 2020-12-30
Filing date: 2020-12-30
Publication date: 2022-07-01

Abstract

The embodiment of the application provides a generation method, device, computer equipment and storage medium of grade beam, this application embodiment is according to the target model data that the raft that leads back in the first platform target model data corresponds, generate the target raft, then, adjust the target model data that the grade beam corresponds according to the target raft and generate the target grade beam, thereby can promote the accuracy that generates the grade beam in BIM software model, and, need not the model data of designer's manual adjustment every grade beam, designer's work load can be reduced, can promote the degree of automation of adjusting the grade beam in BIM software model, thereby improve design efficiency.

Description

Ground beam generation method and device, computer equipment and storage medium

Technical Field

The embodiment of the application relates to the technical field of computers, in particular to a method and a device for generating a ground beam, computer equipment and a storage medium.

Background

With the continuous advance of the Building industrialization and housing industrialization policies, the assembly type Building technology and Building Information Modeling (BIM) technology are continuously applied to various aspects of Building engineering. The BIM technology has the advantages of visualization, information parameterization and synergy, and the efficiency and quality of engineering design are greatly improved. At present, when a building is designed, BIM software is often adopted to generate a model in advance, the BIM software is used for quickly generating the predicted effect of a three-dimensional model simulation target building, and a plurality of schemes are conveniently designed according to customer requirements for comparison and selection.

In the prior art, when a BIM (building information modeling) building model is designed, pilot design can be performed in BIM software, the pilot-designed building model only comprises non-structural components such as a simulation wall, a simulation raft, a simulation window and a simulation floor slab, only can show a rough model of the building model, and the attribute of the building model is also only rough attribute and does not have structural data or building data. After the pilot design, the structure is pre-configured, and the components such as the structural wall, the raft, the structural beam, the structural floor, the structural columns and the like are generated according to the set rules by using the simulation wall, the simulation raft, the simulation window, the simulation floor and the like drawn by the BIM software according to the pilot design. After the structure is pre-configured, because of the requirements on the hardness and strength of the building model, model data corresponding to the building model needs to be imported into the structure calculation software of national certification, structure calculation is carried out by adopting the structure calculation software of national certification to obtain a structure calculation result, then target model data is imported into the BIM software, and the building model is adjusted according to the structure calculation result.

However, the target ground beam generated by the data corresponding to the ground beam calculated by the national-certified structural calculation software is not referred to, so that the position of the target ground beam is not accurate, and the target ground beam generated by directly adopting the data calculated by the national-certified structural calculation software is deviated, so that the finally generated target ground beam has errors.

Disclosure of Invention

The embodiment of the application provides a method and a device for generating a ground beam, computer equipment and a storage medium, which can improve the accuracy of generating the ground beam in a BIM software model and improve the design efficiency.

The generation method of the ground beam provided by the embodiment of the application comprises the following steps:

displaying a preset building model in an editing area of a drawing interface, and sending a model data set corresponding to the preset building model to a second platform so that the second platform adjusts the model data set, wherein the preset building model at least comprises a raft and a ground beam;

receiving a target model data set returned by the second platform, wherein the target model data set comprises a plurality of target model data, and the target model data are obtained by adjusting based on the model data set;

determining target model data corresponding to the rafts from the target model data set, and updating the model data of the rafts based on the target model data corresponding to the rafts to obtain target rafts;

acquiring the elevation of the bottom of the raft corresponding to the target raft;

determining target model data corresponding to the ground beam from the target model data set, and analyzing the target model data corresponding to the ground beam to obtain a target width, a target height and a generating line with a target length of the ground beam;

and generating a target ground beam according to the raft bottom elevation, the target height, the target width and the generating line with the target length.

Optionally, in some embodiments of the application, the generating a target ground beam according to the raft bottom elevation, the target height, the target width, and the generating line having the target length, comprises:

modifying the bottom elevation of the ground beam based on the bottom elevation of the raft to update the bottom elevation of the ground beam into the bottom elevation of the raft, wherein the bottom elevation of the ground beam is obtained by analyzing target model data corresponding to the ground beam;

generating a target ground beam based on the updated ground beam bottom elevation, the target height, the target width and the generating line with the target length.

updating the height of the generating line based on the target height and the raft bottom elevation;

and generating a target ground beam according to the generating line with the updated height, the target width and the target length.

Optionally, in some embodiments of the present application, the generating a target ground beam according to the generating line after updating the height, the target width, and the target length includes:

generating a target enclosing graph according to the target width and the target length, wherein the generating line is the central line of the target enclosing graph;

and stretching one side of the target enclosure graph close to the raft plate based on the numerical value corresponding to the target height to generate a target ground beam.

Optionally, in some embodiments of the present application, the preset building model further includes a set of structural walls, and further includes:

determining target model data corresponding to each structural wall in the structural wall set from the target model data set, and adjusting the model data of the structural walls based on the target model data corresponding to the structural walls to obtain an adjusted structural wall set;

determining a target structure wall with the minimum bottom elevation in the adjusted structure wall set;

and adjusting the target structure wall based on the ground beam top elevation of the target ground beam and the structure wall bottom elevation of the target structure wall to obtain the adjusted target structure wall.

Optionally, in some embodiments of the application, the adjusting the target structure wall based on the ground beam bottom elevation of the target ground beam and the structure wall bottom elevation of the target structure wall to obtain an adjusted target structure wall includes:

judging whether the elevation of the bottom of the structural wall is greater than the elevation of the top of the ground beam or not;

and if so, adjusting the height of the target structure wall based on the elevation of the top of the ground beam and the elevation of the bottom of the structure wall.

Optionally, in some embodiments of the present application, the adjusting the height of the target structural wall based on the ground beam top elevation and the structural wall bottom elevation includes:

modifying the elevation of the bottom of the structural wall according to the elevation of the top of the ground beam so as to enable the elevation of the bottom of the structural wall to be consistent with the elevation of the top of the ground beam, and obtaining the modified elevation of the bottom of the structural wall;

and updating the height of the target structure wall based on the modified bottom elevation of the structure wall and the top elevation of the structure wall, and generating the adjusted target structure wall based on the updated height of the target structure wall.

Correspondingly, the embodiment of the present application further provides a device for generating a ground beam, which is applied to the first platform, and the device includes:

the display unit is used for displaying the preset building model in the editing area of the drawing making interface;

the sending unit is used for sending the model data set corresponding to the preset building model to a second platform so as to enable the second platform to adjust the model data set, wherein the preset building model at least comprises a raft and a ground beam;

a receiving unit, configured to receive a target model data set returned by the second platform, where the target model data set includes multiple target model data, and the target model data is obtained by adjustment based on the model data set;

a first determining unit, configured to determine, from the set of target model data, target model data corresponding to the rafts;

the processing unit is used for updating the model data of the raft plate based on the target model data corresponding to the raft plate to obtain a target raft plate;

the acquisition unit is used for acquiring the elevation of the bottom of the raft corresponding to the target raft;

a second determining unit, configured to determine, from the target model data set, target model data corresponding to the ground beam;

the analysis unit is used for analyzing the target model data corresponding to the ground beam to obtain the target width, the target height and a generating line with the target length of the ground beam;

and the generating unit is used for generating a target ground beam according to the raft bottom elevation, the target height, the target width and the generating line with the target length.

Correspondingly, the embodiment of the present application further provides a computer device, which includes a processor and a memory, where the memory stores a plurality of instructions, and the processor loads the instructions to execute the steps of the method for generating a ground beam as described above.

In addition, a storage medium is further provided, where the storage medium stores a plurality of instructions, and the instructions are suitable for being loaded by a processor to perform the steps in the method for generating a ground beam according to any one of the embodiments.

Compared with the prior art, the scheme provided in the embodiment of the present application discloses a method, an apparatus, a computer device and a storage medium for generating a ground beam, where first, a preset building model is displayed in an editing area of a mapping interface, and a model data set corresponding to the preset building model is sent to a second platform, so that the second platform adjusts the model data set, where the preset building model at least includes a raft and a ground beam, then, a target model data set returned by the second platform is received, the target model data set includes a plurality of target model data, the target model data is obtained by adjustment based on the model data set, then, target model data corresponding to the raft is determined from the target model data set, and model data of the raft is updated based on the target model data corresponding to the raft, obtaining a target raft, then obtaining raft bottom elevation corresponding to the target raft, then determining target model data corresponding to the ground beam from the target model data set, analyzing the target model data corresponding to the ground beam to obtain target width, target height and a generating line with target length of the ground beam, and finally generating the target ground beam according to the raft bottom elevation, the target height, the target width and the generating line with target length. It can be seen that this application embodiment generates the target raft according to the target model data that the raft corresponds in leading back first platform target model data, then, adjust the target model data that the grade beam corresponds according to the target raft and generate the target grade beam, thereby can promote the accuracy that generates the grade beam in BIM software model, and, need not the model data of designer manual adjustment every grade beam, designer's work load can be reduced, can promote the degree of automation of adjusting the grade beam in BIM software model, thereby improve design efficiency.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings without inventive exercise.

Fig. 1 is an application environment diagram of a method for generating a ground beam according to an embodiment of the present application.

Fig. 2 is a schematic flow chart of a method for generating a ground beam according to an embodiment of the present disclosure.

Fig. 3 is a schematic structural diagram of a preset building model according to an embodiment of the present disclosure.

Fig. 4a is another schematic flow chart of a method for generating a ground beam according to an embodiment of the present application.

Fig. 4b is a schematic partial structure diagram of the building model according to the embodiment of the present application.

Fig. 5 is another schematic flow chart of a method for generating a ground beam according to an embodiment of the present application.

Fig. 6 is a diagram of another application environment of the method for generating a ground beam according to the embodiment of the present application.

Fig. 7 is a schematic structural diagram of a device for generating a ground beam according to an embodiment of the present application.

Fig. 8 is a schematic structural diagram of a computer device provided in an embodiment of the present application.

Detailed Description

The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. It is to be understood that the embodiments described are only a few embodiments of the present application and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

In the description of the present application, it is to be understood that the terms "first", "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implying any number of technical features indicated. Thus, features defined as "first", "second", may explicitly or implicitly include one or more of the described features. In the description of the present application, "means two or more unless specifically defined otherwise.

At present, the target ground beam generated by data corresponding to the ground beam calculated by the national-certified structural calculation software is not referred to, so that the position of the target ground beam is not accurate, and the target ground beam generated by directly adopting the data calculated by the national-certified structural calculation software has deviation, so that the finally generated target ground beam has errors.

Based on the above problems, the embodiment of the present application provides a method, an apparatus, a computer device and a storage medium for generating a ground beam, according to target model data corresponding to a raft in the first platform target model data, a target raft is generated, then, target model data corresponding to the ground beam is adjusted according to the target raft and a target ground beam is generated, so that accuracy of generating the ground beam in a BIM software model can be improved, furthermore, model data of each ground beam is not required to be manually adjusted by designers, workload of designers can be reduced, degree of automation of adjusting the ground beam in the BIM software model can be improved, and design efficiency is improved. The following are detailed below. It should be noted that the following description of the embodiments is not intended to limit the preferred order of the embodiments.

The embodiment of the application provides a method for generating a ground beam, which is mainly applied to a design scene of a building model and adopts building design software to design a target ground beam. The embodiment of the application executes the ground beam generation method through the terminal. The terminal may be, but is not limited to, a smart phone, a tablet computer, a notebook computer, a desktop computer, and the like.

Fig. 1 is a view of an application environment diagram of a method for generating a ground beam according to an embodiment of the present application, where fig. 1 is the application environment diagram of the method for generating a ground beam according to the embodiment of the present application. The terminal 1000 in the figure includes a memory, a processor and a display screen, the processor can run architectural design software, the architectural design software can be stored in the memory in the form of a computer program, the memory also provides an operating environment for the architectural design software, and the memory can store the operating information of the architectural design software. The Revit series software is constructed for a building model (also called a building information model) and can help a building designer to design, build and maintain a building with better quality and higher energy efficiency. Specifically, the display screen can display a design interface of the building design software, the design interface can be used for displaying a preset building model, and a user can input information through the design interface to design a building.

A method for generating a ground beam in the present application is described below by using a specific embodiment, please refer to fig. 2, where fig. 2 is a schematic flow chart of the method for generating a ground beam provided in the embodiment of the present application, and the method is applied to a first platform for example. The concrete flow of the ground beam generation method can be as follows:

101, displaying a preset building model in an editing area of a drawing making interface.

Specifically, in the embodiment of the application, a designer can design by using the BIM design software installed on the terminal during building design through the building design software, and the designer can generate the preset simulation building model according to actual needs and display the preset simulation building model in the editing area of the drawing interface. Referring to fig. 3, fig. 3 is a schematic structural diagram of a preset building model displayed on a drawing interface.

In the embodiment of the present application, when a designer designs a building model, a pilot design and a structure pre-assembly are usually performed in the first platform, so as to roughly design the building model. In pilot design, a designer may draw non-structural members such as simulated walls, simulated windows, simulated floors, etc. on a first platform to represent the approximate style of a building model of a desired design, which also has approximate attributes and no structural or architectural data. After the pilot design is carried out, a designer can carry out structure pre-assembly in the first platform, the structure pre-assembly is that components such as a structure wall, a raft, a structure beam, a structure floor and a structure column are generated according to set rules by using BIM software according to the pilot design, and finally a preset building model is displayed in an editing area of a drawing interface of the first platform.

The ground beam, which is a beam in a common finger beam plate raft foundation and column lower strip foundation, is enclosed to have a closed characteristic, and an anti-seismic crack-limiting system is formed by the beam bearing the load of the enclosure structure and the constructional column, so that the negative effect of uneven settlement is relieved. The raft can give full play to the bearing capacity of the foundation and adjust the uneven settlement. The main construction types of the raft foundation are a flat-plate type raft foundation and a beam-plate type raft foundation, and it needs to be described that the raft generation method provided by the embodiment of the application can be used for the flat-plate type raft foundation and the beam-plate type raft foundation. The structural wall is a shear wall, which is also called a wind resistant wall or a seismic resistant wall, and a structural wall. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure. Preventing shear failure of the structure. It is divided into a plane shear wall and a cylinder shear wall. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. The cylinder shear wall is used in high-rise buildings, high-rise structures and suspension structures. Raft board, a concrete slab in the foundation engineering, the foundation is under the board, and the column, wall, etc. are arranged on the board.

And 102, sending a model data set corresponding to the preset building model to a second platform.

After the structure is pre-configured, due to requirements on the hardness and strength of the building model, designers need to import model data corresponding to the building model into a second platform (structure calculation software certified by the country), perform structure calculation by adopting the second platform to obtain a structure calculation result (target model data), import the target model data into BIM software, and adjust the building model according to the target model data.

Specifically, the first platform converts model data corresponding to a preset building model into a data format supporting (approving) the second platform and derives the first platform, then sends a converted model data set corresponding to the preset building model to the second platform so that the second platform calculates the model data set to obtain a target model data set, and then the second platform converts the calculated target model data set into the data format supporting (approving) the first platform and derives the second platform.

The second platform is a national certified structure calculation software, such as a high-level analysis calculation software (e.g., SATWE, pmsa, ETABS, madas, etc.), a steel structure calculation software (e.g., 3D3S, MTS, STS, form-3D, etc.), a finite element calculation software (e.g., ANSYS, ABAQUS, etc.), and the like.

And 103, receiving the target model data set returned by the second platform.

The target model data set comprises a plurality of target model data, corresponding target model data exist in the component members of each building model in the first platform, and the component members are the members such as ground beams, structural walls, rafts, structural beams, structural floor slabs and structural columns.

And 104, determining target model data corresponding to the rafts from the target model data set, and updating the model data of the rafts based on the target model data corresponding to the rafts.

In this application embodiment, include a plurality of target model data in the target model data set, each target model data all has rather than corresponding component, adjusts the model data of raft based on the target model data that the raft corresponds to obtain the target raft.

For example, the preset model data of the rafts in the building model includes a length, a width and a height, the length is 80cm, the width is 80cm, and the height is 30cm, target model data corresponding to the rafts is determined from the target model data set, the target model data includes a target length, a target width and a target height, the target length is 90cm, the target width is 90cm, and the target height is 30cm, the model data of the rafts are adjusted based on the target model data corresponding to the rafts, the length and the width of the model data of the rafts are respectively updated to the target length and the target width, and the adjusted rafts are obtained, that is, the target rafts adjusted to have a length of 90cm, a width of 90cm, and a height of 90 cm.

Specifically, the step of adjusting the model data of the raft to obtain the target raft based on the target model data corresponding to the raft is as follows:

(1) and determining the target structure wall with the lowest bottom elevation in the adjusted structure wall set.

In this application embodiment, the first platform obtains the bottom elevation of each structure wall in the adjusted structure wall set, obtains the bottom elevation set, includes a plurality of bottom elevations in the bottom elevation set, and each bottom elevation corresponds to a structure wall, then, screens out minimum bottom elevation from the bottom elevation set, and the first platform confirms the structure wall that corresponds with minimum bottom elevation based on minimum bottom elevation to confirm the minimum target structure wall of bottom elevation in the adjusted structure wall set.

(2) And determining target model data corresponding to the raft from the target model data set, and analyzing the target model data corresponding to the raft.

In this application embodiment, the target model data set includes a plurality of target model data, each target model data has a component corresponding to the target model data, that is, the target model data corresponding to the raft can be determined in the target model data set, the target model data includes a target enclosure graph, a target thickness and a base elevation of the raft, and the target enclosure graph, the target thickness and the base elevation of the raft can be obtained by analyzing the target model data corresponding to the raft. Specifically, the target enclosure graph is obtained in the following manner: firstly, the first platform obtains a point list about target enclosure graph point points by performing deserialization processing on target model data corresponding to the rafts, then the first platform obtains a target point set based on the point list about the target enclosure graph point points, then the first platform generates a target enclosure graph based on the target point set, and adjacent target points in the target point set are sequentially connected, so that the target enclosure graph is obtained.

(3) And generating the target raft according to the bottom elevation of the target structure wall, the target enclosing graph and the target thickness.

Specifically, the first platform modifies the basic elevation of the raft based on the bottom elevation of the target structure wall so as to update (replace) the basic elevation of the raft into the bottom elevation of the target structure wall, the basic elevation of the raft is obtained by analyzing target model data corresponding to the raft, and the first platform generates the target raft based on the updated basic elevation, the target enclosing graph and the target thickness of the raft.

Optionally, the first platform modifies the base elevation of the raft based on the bottom elevation of the target structure wall so that the numerical value corresponding to the base elevation of the raft is the same as the numerical value corresponding to the bottom elevation of the target structure wall, and the first platform generates the target raft based on the modified base elevation of the raft, the target enclosure graph and the target thickness.

Specifically, first, the position of the target structure wall is determined by the first platform, the position information of the target structure wall can be obtained by analyzing the target model data corresponding to the target structure wall, then the first platform generates a target raft according to the position of the target structure wall, the bottom elevation of the target structure wall, the target enclosure graph and the target thickness, namely, the first platform stretches one side of the target enclosure graph, which is far away from the target structure wall, according to the value corresponding to the target thickness, so as to generate the target raft.

And 105, acquiring the elevation of the bottom of the raft corresponding to the target raft.

The elevation is model data, and an elevation in the multi-story building model generally corresponds to a building story and is a reference when drawing in the BIM software.

And 106, determining target model data corresponding to the ground beam from the target model data set, and analyzing the target model data corresponding to the ground beam.

In this embodiment, the target model data set includes a plurality of target model data, each target model data has a corresponding component, that is, target model data corresponding to a ground beam may be determined in the target model data set, the target model data includes a ground beam bottom elevation of the ground beam, a target width, a target height, and a generating line having a target length, and the ground beam bottom elevation, the target width, the target height, and the generating line having the target length of the ground beam may be obtained by analyzing the target model data corresponding to the ground beam.

And 107, generating a target ground beam according to the raft bottom elevation, the target height, the target width and a generating line with the target length.

Specifically, the first platform modifies the ground beam bottom elevation based on the raft bottom elevation to update (replace) the ground beam bottom elevation to the raft bottom elevation, the ground beam bottom elevation is obtained by analyzing target model data corresponding to the ground beam, and the first platform generates the target ground beam based on the updated ground beam bottom elevation, the target height, the target width and a generation line with the target length.

Optionally, the first platform is based on raft bottom elevation and modifies grade beam bottom elevation to the numerical value that corresponds grade beam bottom elevation is the same with the numerical value that raft bottom elevation corresponds, and the first platform is based on grade beam bottom elevation after the modification, target height, target width with the generation line that has target length generates the target grade beam.

Specifically, firstly, the first platform updates the height of the generating line based on the target height and the elevation of the bottom of the raft to generate a target ground beam according to the generating line, the target height, the target width and the target length after the height is updated, then, a target enclosing graph is generated according to the target width and the target length, the generating line is the central line of the target enclosing graph, and finally, stretching processing is carried out on one side, close to the raft, of the target enclosing graph based on a numerical value corresponding to the target height to generate the target ground beam.

To sum up, the target raft is generated according to the target model data that the raft corresponds in leading back first platform target model data in this application embodiment, then, adjust and generate the target grade beam according to the target raft that the target model data that the ground beam corresponds to can promote the accuracy that generates the ground beam in BIM software model, and, need not the model data of designer manual adjustment every ground beam, can reduce designer's work load, can promote the degree of automation of adjusting the ground beam in BIM software model, thereby improve design efficiency.

In the following, a method for generating a raft according to the present application is described with reference to fig. 4a, where fig. 4a is a schematic flow chart of another method for generating a raft according to the present application, and the method is applied to a first platform as an example. The specific process of the raft generation method can be as follows:

and 201, displaying the preset building model in an editing area of the drawing making interface.

Specifically, in the embodiment of the application, a designer can design by using the BIM design software installed on the terminal during building design through the building design software, and the designer can generate the preset simulation building model according to actual needs and display the preset simulation building model in the editing area of the drawing interface. In the embodiment of the present application, when a designer designs a building model, a pilot design and a structure pre-assembly are usually performed in the first platform, so as to roughly design the building model. In pilot design, a designer may draw non-structural members such as simulated walls, simulated windows, simulated floors, etc. on a first platform to represent the approximate style of a building model of a desired design, which also has approximate attributes and no structural or architectural data. After the pilot design is carried out, a designer can carry out structure pre-assembly in the first platform, the structure pre-assembly is that components such as a structure wall, a raft, a structure beam, a structure floor and a structure column are generated according to set rules by using BIM software according to the pilot design, and finally a preset building model is displayed in an editing area of a drawing interface of the first platform.

The ground beam, generally the beam in the finger beam plate raft foundation and the column lower strip foundation, is enclosed to have a closed characteristic, and is an earthquake-resistant crack-limiting system formed by the beam bearing the load of the enclosure structure and the constructional column, so that the negative effect of uneven settlement is relieved. The raft can give full play to the bearing capacity of the foundation and adjust the uneven settlement. The main construction types of the raft foundation are a flat-plate type raft foundation and a beam-plate type raft foundation, and it needs to be described that the raft generation method provided by the embodiment of the application can be used for the flat-plate type raft foundation and the beam-plate type raft foundation. The structural wall is a shear wall, which is also called a wind resistant wall or a seismic resistant wall, and a structural wall. The wall body of the house or the structure mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action. Preventing shear failure of the structure. It is divided into a plane shear wall and a cylinder shear wall. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. The cylinder shear wall is used in high-rise buildings, high-rise structures and suspension structures. Raft board, a concrete slab in the foundation engineering, the foundation is under the board, and the column, wall, etc. are arranged on the board.

And 202, sending a model data set corresponding to the preset building model to the second platform.

And 203, receiving a target model data set returned by the second platform.

The target model data set comprises a plurality of target model data, corresponding target model data exist in the component members of each building model in the first platform, and the component members are the members such as ground beams, structural walls, rafts, structural beams, structural floors and structural columns.

And 204, determining target model data corresponding to the rafts from the target model data set, and updating the model data of the rafts based on the target model data corresponding to the rafts.

In this application embodiment, include a plurality of target model data in the target model data set, each target model data all has component member rather than corresponding, adjusts the model data of raft based on the target model data that the raft corresponds to obtain the target raft.

Specifically, the step of adjusting the model data of the raft to obtain the target raft based on the target model data corresponding to the raft has been described in detail in the above embodiment, and is not described herein again.

205, obtaining the elevation of the bottom of the raft corresponding to the target raft.

And 206, determining target model data corresponding to the ground beam from the target model data set, and analyzing the target model data corresponding to the ground beam.

In this embodiment, the target model data set includes a plurality of target model data, each target model data has a corresponding component, that is, the target model data corresponding to the ground beam may be determined in the target model data set, the target model data includes the ground beam bottom elevation, the target width, the target height, and the generating line having the target length of the ground beam, and the ground beam bottom elevation, the target width, the target height, and the generating line having the target length of the ground beam may be obtained by analyzing the target model data corresponding to the ground beam.

And 207, generating a target ground beam according to the raft bottom elevation, the target height, the target width and the generating line with the target length.

Specifically, the first platform is based on raft bottom elevation and is modifyd grade beam bottom elevation to with grade beam bottom elevation update (replacement) for raft bottom elevation, grade beam bottom elevation obtains through carrying out the analysis to the target model data that the grade beam corresponds, grade beam bottom elevation, target height, target width and the generation line that has target length after the first platform is based on updating generate the target grade beam.

And 208, determining target model data corresponding to each structural wall in the structural wall set from the target model data set, and adjusting the model data of the structural wall based on the target model data corresponding to the structural wall.

In the embodiment of the application, the target model data set includes a plurality of target model data, each target model data has a corresponding component, and the model data of each structural wall is adjusted based on the target model data corresponding to each structural wall, so as to obtain an adjusted structural wall set.

For example, model data of a first structural wall in a preset building model includes a length, a width and a height, the length is 90cm, the width is 20cm, and the height is 70cm, target model data corresponding to the first structural wall is determined from a target model data set, the target model data includes a target length, a target width and a target height, the target length is 90cm, the target width is 30cm, and the target height is 70cm, the model data of the structural wall is adjusted based on the target model data corresponding to the structural wall, the width of the model data of the first structural wall is updated to the target width, and the adjusted first structural wall is obtained, that is, the first structural wall adjusted to have the length of 90cm, the width of 30cm, and the height of 70 cm.

And 209, determining the target structure wall with the lowest bottom mark height in the adjusted structure wall set.

In the embodiment of the application, the first platform obtains bottom elevations of each structural wall in the adjusted structural wall set to obtain a bottom elevation set, the bottom elevation set includes a plurality of bottom elevations, each bottom elevation corresponds to one structural wall, then, the smallest bottom elevation is screened out from the bottom elevation set, and the first platform determines the structural wall corresponding to the smallest bottom elevation based on the smallest bottom elevation, so as to determine a target structural wall with the smallest bottom elevation in the adjusted structural wall set.

And 210, adjusting the target structure wall based on the top elevation of the ground beam of the target ground beam and the bottom elevation of the structure wall of the target structure wall to obtain the adjusted target structure wall.

In the embodiment of the application, the top elevation of the ground beam of the target ground beam and the bottom elevation of the structural wall of the target structural wall are respectively determined, and whether the bottom elevation of the structural wall is greater than the top elevation of the ground beam is judged; and if so, adjusting the height of the target structure wall based on the elevation of the top of the ground beam and the elevation of the bottom of the structure wall.

Specifically, the step of adjusting the height of the target structure wall based on the elevation of the top of the ground beam and the elevation of the bottom of the structure wall is as follows: firstly, modifying the elevation at the bottom of the structural wall according to the elevation at the top of the ground beam so as to enable the elevation at the bottom of the structural wall to be consistent with the elevation at the top of the ground beam, obtaining the modified elevation at the bottom of the structural wall, then updating the height of the target structural wall based on the modified elevation at the bottom of the structural wall and the elevation at the top of the structural wall, and finally generating the adjusted target structural wall based on the updated height of the target structural wall.

The height of the top elevation of the ground beam, namely the height of the upper surface of the ground beam from the reference surface, the height of the bottom elevation of the ground beam, namely the height of the lower surface of the ground beam from the reference surface, and the height of the bottom elevation of the structure wall, namely the height of the lower surface of the structure wall from the reference surface.

For example, please refer to fig. 4b, fig. 4b is a partial structural diagram of a building model. The embodiment of the application provides a generation method of grade beam, target raft A has been generated through the target model data that the raft that leads back corresponds according to the guidance, and simultaneously, target structure wall B has been generated according to the target model data that the target structure wall that leads back corresponds, then, raft bottom elevation according to target raft A, the target height, target width and the generation line that has target length generate target grade beam C, adjust target structure wall B based on target grade beam C's grade beam top elevation and target structure wall B's structure wall bottom elevation, obtain target structure wall D after the adjustment.

Referring to fig. 5 and fig. 6 together, fig. 6 provides an application environment diagram of a method for generating a ground beam, where a first platform and a second platform are integrated in a computer device, as shown in fig. 5, and fig. 5 is a schematic flow chart of a method for generating a ground beam according to an embodiment of the present application. Taking the interaction between the first platform and the second platform as an example, the method for generating the ground beam is provided, and the specific flow is as follows:

301, the first platform displays a preset building model in an editing area of the drawing interface.

Specifically, in the embodiment of the application, a designer can design by using the BIM design software installed on the terminal during building design through the building design software, and the designer can generate the preset simulation building model according to actual needs and display the preset simulation building model in the editing area of the drawing interface.

The ground beam, generally the beam in the finger beam plate raft foundation and the column lower strip foundation, is enclosed to have a closed characteristic, and is an earthquake-resistant crack-limiting system formed by the beam bearing the load of the enclosure structure and the constructional column, so that the negative effect of uneven settlement is relieved. The raft can give full play to the bearing capacity of the foundation and adjust the uneven settlement. The main construction types of the raft foundation are a flat-plate type raft foundation and a beam-plate type raft foundation, and it needs to be described that the raft generation method provided by the embodiment of the application can be used for the flat-plate type raft foundation and the beam-plate type raft foundation. The structural wall is a shear wall, which is also called a wind resistant wall or a seismic resistant wall, and a structural wall. The wall body of the house or the structure mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action. Preventing structural shear failure. It is divided into a plane shear wall and a cylinder shear wall. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. The cylindrical shear wall is used in high-rise buildings, high-rise structures and suspension structures. Raft board, a concrete slab in the foundation engineering, the foundation is under the board, and the column, wall, etc. are arranged on the board.

302, the first platform sends a model data set corresponding to the preset building model to the second platform.

303, the second platform receives the model data set sent by the first platform.

And 304, the second platform adjusts the preset data set to generate a target model data set.

Specifically, the second platform calculates the model data set to obtain a target model data set, and then the second platform converts the calculated target model data set into a data format supporting (approving) the first platform and exports the second platform.

305, the second platform sends the target model data set to the first platform.

And 306, receiving the target model data set returned by the second platform.

307, determining target model data corresponding to the rafts from the target model data sets, and updating the model data of the rafts based on the target model data corresponding to the rafts.

308, obtaining the elevation of the bottom of the raft corresponding to the target raft.

And 309, determining target model data corresponding to the ground beam from the target model data set, and analyzing the target model data corresponding to the ground beam.

And 310, generating a target ground beam according to the raft bottom elevation, the target height, the target width and a generating line with the target length.

And 311, determining target model data corresponding to each structural wall in the structural wall set from the target model data set, and adjusting the model data of the structural wall based on the target model data corresponding to the structural wall.

312, the target structure wall with the lowest bottom elevation in the adjusted structure wall set is determined.

313, adjusting the target structure wall based on the top elevation of the ground beam of the target ground beam and the bottom elevation of the structure wall of the target structure wall to obtain the adjusted target structure wall.

To sum up, an embodiment of the present application provides a method for generating a ground beam, and specifically, a first platform (software) and a second platform (software) are installed in a terminal, where the first platform is configured to design and build an architectural model structure, for example, model design software such as Revit and the like, model data of a preset architectural model structure is exported in the first platform, the exported model data is imported into the second platform, and the second platform is configured to perform calculation according to the imported model data in the first platform, to further obtain target model data, and then import the target model data into the first platform (BIM software), adjust the preset architectural model according to the target model data, and generate a target architectural model. For example, the second platform may be structure calculation software for performing calculations of reinforcement, seismic performance, and/or compressive performance on the reduced model structure. The embodiment of this application generates the target raft according to the target model data that the raft corresponds in leading back first platform target model data, then, adjust and generate the target grade beam according to the target raft to the target model data that the grade beam corresponds, thereby can promote the accuracy that generates the grade beam in BIM software model, and, need not the model data of designer's manual adjustment every grade beam, designer's work load can be reduced, can promote the degree of automation of adjusting the grade beam in BIM software model, thereby improve design efficiency.

In order to better implement the above method, an embodiment of the present application may further provide a raft generation apparatus, which is applied to the first platform, and the raft generation apparatus may be specifically integrated in a network device, and the network device may be a terminal or other device.

For example, as shown in fig. 7, the raft generation apparatus may include a presentation unit 401, a sending unit 402, a receiving unit 403, a first determining unit 404, a processing unit 405, an obtaining unit 406, a second determining unit 407, an analyzing unit 408, and a generating unit 409 as follows:

the display unit 401 is configured to display a preset building model in an editing area of a drawing making interface;

a sending unit 402, configured to send a model data set corresponding to the preset building model to a second platform, so that the second platform adjusts the model data set, where the preset building model at least includes a raft and a ground beam;

a receiving unit 403, configured to receive a target model data set returned by the second platform, where the target model data set includes multiple target model data, and the target model data is obtained by adjustment based on the model data set;

a first determining unit 404, configured to determine, from the set of target model data, target model data corresponding to the rafts;

a processing unit 405, configured to update the model data of the raft based on the target model data corresponding to the raft to obtain a target raft;

an obtaining unit 406, configured to obtain a raft bottom elevation corresponding to the target raft;

a second determining unit 407, configured to determine, from the target model data set, target model data corresponding to the ground beam;

the analyzing unit 408 is configured to analyze the target model data corresponding to the ground beam to obtain a target width, a target height, and a generating line with a target length of the ground beam;

a generating unit 409, configured to generate a target ground beam according to the raft bottom elevation, the target height, the target width, and the generating line with the target length.

Optionally, in some embodiments, the generation apparatus of the ground beam further includes:

the modification unit is used for modifying the bottom elevation of the ground beam based on the bottom elevation of the raft to update the bottom elevation of the ground beam into the bottom elevation of the raft, and the bottom elevation of the ground beam is obtained by analyzing target model data corresponding to the ground beam;

optionally, in some embodiments, the generating unit 409 is further configured to:

Optionally, in some embodiments, the generation apparatus of the ground beam further includes an updating unit, where the updating unit is configured to:

updating the height of the generating line based on the target height and the raft bottom elevation.

Optionally, in some embodiments, the generation apparatus of the ground beam further includes a third determination unit, where the third determination unit is configured to:

and determining target model data corresponding to each structural wall in the structural wall set from the target model data set.

Optionally, in some embodiments, the generation apparatus of the ground beam further includes an adjusting unit, and the adjusting unit is configured to:

and adjusting the model data of the structural wall based on the target model data corresponding to the structural wall to obtain an adjusted structural wall set.

Optionally, in some embodiments, the generation apparatus of the ground beam further includes a fourth determination unit, and the fourth determination unit is configured to:

optionally, in some embodiments, the adjusting unit is further configured to:

Optionally, in some embodiments, the device for generating a ground beam further includes a determining unit, where the determining unit is configured to:

judging whether the elevation of the bottom of the structural wall is larger than the elevation of the top of the ground beam or not;

Optionally, in some embodiments, the modifying unit is further configured to:

The embodiment of the application discloses generation device of grade beam, this generation device of grade beam includes: the display unit 401 displays a preset building model in an editing area of a drawing interface; a sending unit 402 sends a model data set corresponding to the preset building model to a second platform, so that the second platform adjusts the model data set, wherein the preset building model at least comprises a raft and a ground beam; a receiving unit 403 receives a target model data set returned by the second platform, where the target model data set includes multiple target model data, and the target model data is obtained by adjustment based on the model data set; a first determining unit 404 determines target model data corresponding to the rafts from the set of target model data; the processing unit 405 updates the model data of the rafts based on the target model data corresponding to the rafts to obtain target rafts; the obtaining unit 406 obtains the elevation of the bottom of the raft corresponding to the target raft; the second determining unit 407 determines target model data corresponding to the ground beam from the target model data set; the analyzing unit 408 analyzes the target model data corresponding to the ground beam to obtain a target width, a target height and a generating line with a target length of the ground beam; the generating unit 409 generates a target ground beam according to the raft bottom elevation, the target height, the target width and the generating line with the target length. The embodiment of this application generates the target raft according to the target model data that the raft corresponds in leading back first platform target model data, then, adjust and generate the target grade beam according to the target raft to the target model data that the grade beam corresponds, thereby can promote the accuracy that generates the grade beam in BIM software model, and, need not the model data of designer's manual adjustment every grade beam, designer's work load can be reduced, can promote the degree of automation of adjusting the grade beam in BIM software model, thereby improve design efficiency.

The embodiment of the present application further provides a computer device, as shown in fig. 8, which shows a schematic structural diagram of the computer device according to the embodiment of the present application, and specifically: the computer device may include: a processor (processor)501, a communication Interface (Communications Interface)502, a memory (memory)503 and a communication bus 504, wherein the processor 501, the communication Interface 502 and the memory 503 are communicated with each other through the communication bus 504. The processor 501 may call logic instructions in the memory 503 to perform the following method: firstly, displaying a preset building model in an editing area of a drawing interface, sending a model data set corresponding to the preset building model to a second platform so as to enable the second platform to adjust the model data set, wherein the preset building model at least comprises a raft and a ground beam, then receiving a target model data set returned by the second platform, the target model data set comprises a plurality of target model data, the target model data are obtained by adjusting based on the model data set, then determining target model data corresponding to the raft from the target model data set, updating the model data of the raft based on the target model data corresponding to the raft to obtain a target raft, then obtaining the bottom elevation of the raft corresponding to the target raft, and then determining the target model data corresponding to the ground beam from the target model data set, and analyzing the target model data corresponding to the ground beam to obtain the target width, the target height and the generating line with the target length of the ground beam, and finally generating the target ground beam according to the raft bottom elevation, the target height, the target width and the generating line with the target length.

The computer equipment that this application embodiment provided makes first platform adjust the target model data that the grade beam that leads back corresponds through the raft that model data generated according to leading back automatically, can promote the accuracy that generates the grade beam in BIM software model, and, need not the model data of designer manual adjustment every grade beam, can reduce designer's work load, can promote the degree of automation of adjusting the grade beam in BIM software model, thereby improve design efficiency.

In addition, the logic instructions in the memory 503 may be implemented in the form of software functional units and stored in a computer readable storage medium when the logic instructions are sold or used as independent products. Based on such understanding, the technical solution of the present application or portions thereof that substantially contribute to the prior art may be embodied in the form of a software product stored in a storage medium and including instructions for causing a computer device (which may be a personal computer, a server, or a network device) to execute all or part of the steps of the method according to the embodiments of the present application. And the aforementioned storage medium includes: a U-disk, a removable hard disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk or an optical disk, and other various media capable of storing program codes.

On the other hand, the embodiment of the present application further provides a storage medium, on which a computer program is stored, and the computer program is implemented to execute the method provided by the above embodiments when executed by a processor.

The method, the apparatus, the computer device and the storage medium for generating a ground beam provided by the embodiments of the present application are described in detail above, and a specific example is applied in the present application to explain the principle and the implementation of the present application, and the description of the above embodiments is only used to help understand the method and the core idea of the present application; meanwhile, for those skilled in the art, according to the idea of the present application, there may be variations in the specific embodiments and the application scope, and in summary, the content of the present specification should not be construed as a limitation to the present application.

Claims

1. A method for generating a ground beam is applied to a first platform, and is characterized by comprising the following steps:

receiving a target model data set returned by the second platform, wherein the target model data set comprises a plurality of target model data, and the target model data are obtained by adjusting the model data set;

2. The method for generating a ground beam according to claim 1, wherein the generating a target ground beam according to the raft bottom elevation, the target height, the target width and the generating line with the target length comprises:

modifying the bottom elevation of the ground beam based on the bottom elevation of the raft so as to update the bottom elevation of the ground beam into the bottom elevation of the raft, wherein the bottom elevation of the ground beam is obtained by analyzing target model data corresponding to the ground beam;

3. The method for generating a ground beam according to claim 1, wherein the generating a target ground beam according to the raft bottom elevation, the target height, the target width and the generating line with the target length comprises:

4. The method for generating a ground beam according to claim 3, wherein the generating a target ground beam according to the generating line after updating the height, the target width and the target length comprises:

5. The method for generating a ground beam according to claim 1, wherein the preset building model further comprises a set of structural walls, and further comprises:

6. The method for generating a ground beam according to claim 5, wherein the adjusting the target structure wall based on the ground beam bottom elevation of the target ground beam and the structure wall bottom elevation of the target structure wall to obtain the adjusted target structure wall comprises:

7. The method for generating a floor beam according to claim 6, wherein the adjusting the height of the target structural wall based on the elevation of the top of the floor beam and the elevation of the bottom of the structural wall comprises:

8. A device for generating a ground beam, applied to a first platform, characterized in that it comprises:

9. A computer arrangement comprising a memory, a processor and a computer program stored on the memory and running on the processor, characterized in that the processor realizes the steps of the method of generation of a ground beam according to any one of claims 1 to 7 when executing the program.

10. A storage medium characterized in that it comprises instructions which, when run on a computer, cause the computer to carry out the method of generation of a ground beam according to any one of claims 1 to 7.