Method, apparatus, medium, and product for three-dimensional design of steel frame

Abstract

The application provides a kind of steel frame three-dimensional design method, equipment, medium and product, the method comprises: receiving the basic design information of input first steel frame;Matching the second steel frame matched with the basic design information of first steel frame in database;The attribute data of the main component of second steel frame is mapped to first steel frame, and the arrangement of main component is completed;According to the platform load data, layer data and secondary beam spacing input, complete secondary beam arrangement;According to the horizontal support form and layer data input, complete horizontal support arrangement;According to the beam edge key point connection line of the outermost platform, generate platform plate;According to the attribute value of corresponding component, modify the component arrangement requirement.The above technical scheme is used, and the design of steel frame three-dimensional model is carried out through three-dimensional design database, so that the designer is liberated from the mechanical repeated same operation, the problem that manual operation is avoided, and the efficiency and model quality of steel frame three-dimensional model design are improved.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of steel structure design, in particular to a method, device, medium and product for three-dimensional design of steel frame. BACKGROUND

[0002] Steel frame is a widely used structure form in industrial buildings due to its good stress performance, and three-dimensional design of steel structure plays an important role in three-dimensional collaborative design of the whole process section. However, in the process of three-dimensional design of steel structure, designers still need to select component section information, material information and spatial positioning according to the overall design requirements and the design process of steel frame. This method requires designers to repeat the same operation mechanically, which is low in efficiency, and when facing complex steel frame, this method is prone to errors and thus causes various safety problems. SUMMARY

[0003] Embodiments of the present application provide a method, device, medium and product for three-dimensional design of steel frame, which input design information and design requirements of steel frame, and match data with a three-dimensional design database, thereby automatically generating a steel frame meeting modeling requirements. This method not only meets the requirements of model precision at different stages, but also improves the design efficiency of steel frame while ensuring the modeling quality.

[0004] To achieve the above purpose, in one aspect, a method for three-dimensional design of steel frame is provided, comprising:

[0005] receiving input basic design information of a first steel frame to be designed, the basic design information including design name, design condition, axis network data and layer data; the design name is used to describe the project type to which the first steel frame belongs; the design condition includes structure safety level, design working life, design reference period, building seismic fortification category, design earthquake grouping, site category and / or basic load; the axis network data includes axis network number, axis network spacing and layer elevation; the layer data includes layer number and layer elevation;

[0006] selecting a second steel frame matching the basic design information of the first steel frame from the pre-stored basic design information of historical steel frames according to the pre-set basic design information matching condition;

[0007] The basic design information of the second steel frame is extracted to obtain the component attribute data of the main components of each layer of the second steel frame according to the grid number and the layer number, and the extracted attribute data of the main components of each layer of the second steel frame is mapped to the corresponding grid number and layer number of the first steel frame according to a predetermined mapping rule, and the arrangement of the main components of each layer of the first steel frame is completed along the grid; the main components include main columns, main beams and vertical supports; the component attribute data includes component section type, end point coordinates, end point grid number, layer number related to the component and top elevation;

[0008] The platform load data and the secondary beam spacing of the first steel frame are received as input, and the secondary beam arrangement of the first steel frame is completed according to the platform load data, the layer data and the secondary beam spacing of the first steel frame;

[0009] The horizontal support form of the first steel frame is received as input, and the horizontal support arrangement of the first steel frame is completed according to the horizontal support form and the layer data of the first steel frame;

[0010] For the platform of each layer of the first steel frame, the outline of the platform plate of each layer of the first steel frame is determined according to the connection line of the beam edge key points of the outermost periphery of the platform, and the platform plate of each layer of the first steel frame is automatically generated;

[0011] According to the component arrangement requirement of the first steel structure, the components are screened according to the component type, layer number and top elevation, and the attribute values of the components are added and / or modified.

[0012] Preferably, the method, according to the platform load data, layer data and secondary beam spacing of the first steel frame, completes the secondary beam arrangement of the first steel frame includes:

[0013] For the partition between the main beams of each layer platform of the first steel frame that needs to arrange secondary beams, the secondary beam endpoint coordinates of the first steel frame are obtained by adjusting the secondary beam endpoint coordinates of the second steel frame according to the pre-set secondary beam information matching condition, the component attribute data of the secondary beams of the second steel frame and the secondary beam spacing of the first steel frame.

[0014] Preferably, the method, receiving the input horizontal support form of the first steel frame, and completing the horizontal support arrangement of the first steel frame according to the horizontal support form and the layer data of the first steel frame includes:

[0015] For the partition between the main beams of each layer platform of the first steel frame that needs to arrange horizontal supports, the horizontal support component attribute data of the first steel frame is determined according to the pre-set horizontal support information matching condition and the horizontal support component attribute data of the second frame, and the horizontal support arrangement of the first steel frame is completed.

[0016] Preferably, the method, for each floor of the first steel frame, determines the outline of the platform slab of each floor of the first steel frame according to the connecting line of the edge key points of the outermost periphery of the platform, and automatically generates the platform slab of each floor of the first steel frame, comprising:

[0017] For a beam located on the grid, the edge key points are the top midpoints of the two end sections of the beam on the grid;

[0018] For a cantilever beam located outside the grid, the edge key points are the top midpoints of the end section of the cantilever beam located outside the grid at one end.

[0019] Preferably, the method, according to the pre-set basic design information matching conditions, selects a second steel frame matching the basic design information of the first steel frame from the pre-stored historical steel frame basic design information, comprising:

[0020] According to the hierarchical order of design name-design condition-grid data, the basic design information of the first steel frame is compared with the basic design information of the historical steel frame to determine the comprehensive similarity score of the basic design information of the historical steel frame, and at least one historical steel frame with the highest score is determined as the second steel frame;

[0021] Wherein, determining the similarity score of the basic design information of the historical steel frame comprises:

[0022] Using a supervised text similarity algorithm, the design name of the steel frame is compared with the design name of the historical steel frame in the database to obtain a first similarity score;

[0023] The cosine distance is used to calculate the similarity of the design condition data of the steel frame and the design condition data of the historical steel frame in the database to obtain a second similarity score;

[0024] The Jaccard similarity is used to calculate the similarity of the grid data of the steel frame and the grid data of the historical steel frame in the database to obtain a third similarity score;

[0025] The first similarity score, the second similarity score and the third similarity score are normalized to obtain the normalized first similarity score, the second similarity score and the third similarity score;

[0026] Using the weight coefficients assigned to the design name, the design condition and the grid data that meet the predetermined proportion, the normalized first similarity score, the second similarity score and the third similarity score are added up, and the added score is determined as the comprehensive similarity score of the corresponding historical steel frame basic design information.

[0027] Preferably, the method, the predetermined proportion is: design name 45%, design condition 45%, axis network data 10%.

[0028] In another aspect, an electronic device is also provided, comprising a memory and a processor, the memory stores at least one program, the at least one program is executed by the processor to realize the steps of the method for three-dimensional design of steel frame as any of the above.

[0029] In yet another aspect, a computer readable storage medium is also provided, the computer readable storage medium is used to store a computer program, the computer program comprises instructions for executing to realize the steps in the method for three-dimensional design of steel frame as any of the above.

[0030] In yet another aspect, a computer program product is also provided, comprising a computer program, characterized in that the computer program is executed by a processor to realize the steps of the method for three-dimensional design of steel frame as any of the above.

[0031] The above technical solutions have the following technical effects:

[0032] The technical scheme of the embodiment of the application matches the basic design information of the newly designed steel frame with the three-dimensional design database, obtains a second steel frame matched with the basic design information of the first steel frame, extracts attribute data of main components of each layer of the second steel frame and maps to the first steel frame, and completes the arrangement of the main components; according to the platform load data, layer data and secondary beam spacing of the first steel frame, the secondary beam arrangement of the first steel frame is completed; according to the horizontal support form and layer data of the first steel frame, the horizontal support arrangement of the first steel frame is completed; according to the connection line of the beam edge key points of the outermost platform, the platform plate of each layer of the first steel frame is automatically generated; according to the component arrangement requirement of the first steel frame, the attribute value of the component is increased and / or modified, and the three-dimensional design of the steel frame is completed, the three-dimensional steel frame model is quickly generated through the database, the requirement of model fineness at different stages is adapted, the problem that manual operation is prone to error when facing complex steel frame is solved, and the three-dimensional design efficiency is improved while ensuring the quality of the three-dimensional model. BRIEF DESCRIPTION OF DRAWINGS

[0033] Figure 1 is a flowchart of the method for three-dimensional design of steel frame of an embodiment of the application;

[0034] Figure 2 is a design interface diagram of arranging main components of steel frame in the three-dimensional design of steel frame of an embodiment of the application;

[0035] Figure 3 is a floor component manager interface diagram of an embodiment of the application;

[0036] Figure 4 is a schematic diagram of a steel frame three-dimensional model of an embodiment of the present application. DETAILED DESCRIPTION

[0037] To further illustrate the embodiments, the present application provides drawings. These drawings are part of the disclosure of the present application and are mainly used to illustrate the embodiments and can be used to explain the operating principle of the embodiments in conjunction with the related description of the specification. Those of ordinary skill in the art should understand other possible implementations and advantages of the present application in conjunction with these. The components in the drawings are not drawn to scale, and similar component symbols are generally used to represent similar components.

[0038] The present application will be further described in conjunction with the drawings and specific embodiments.

[0039] Embodiment one:

[0040] Figure 1 is a schematic diagram of the flow of the method for steel frame three-dimensional design of an embodiment of the present application, such as Figure 1 The method for steel frame three-dimensional design of this example includes the following steps:

[0041] Receiving input basic design information of the first steel frame to be designed, the basic design information including design name, design condition, axis network data and layer data; the design name is used to describe the project type to which the first steel frame belongs; the design condition including: structure safety level, design working life, design reference period, building seismic fortification category, design earthquake grouping, site category and / or basic load; the axis network data including: axis network number, axis network spacing and layer elevation; the layer data including: layer number and layer elevation;

[0042] According to the pre-set basic design information matching condition, selecting a second steel frame from the pre-stored basic design information of the historical steel frame that matches the basic design information of the first steel frame;

[0043] In a specific implementation, a text matching and value matching algorithm is used to match the basic design information of the steel frame to be designed with the steel frame three-dimensional design database.

[0044] In one specific implementation, the steel frame three-dimensional design database stores historical steel frame design data, and the data content stored by the steel frame three-dimensional design database includes design name, design condition data, axis network data, layer data, component attribute data, and platform load data. The basic design information of the second steel frame is extracted according to the axis network number and the layer number, the component attribute data of the main components of each layer of the second steel frame is extracted, and the extracted attribute data of the main components of each layer of the second steel frame is mapped to the corresponding axis network number and layer number of the first steel frame according to a predetermined mapping rule, and the arrangement of the main components of each layer of the first steel frame is completed along the axis network; the main components include main columns, main beams, and vertical supports; and the component attribute data includes component section type, endpoint coordinates, endpoint axis network number, and layer number and top elevation related to the component.

[0045] In one specific implementation, after the automatic arrangement of the main components is completed, the production result can be confirmed in the design interface, or the matching can be performed again. The design interface for arranging the main components of the steel frame in the steel frame three-dimensional design is shown in FIG. 8. Figure 2

[0046] The platform load data and the secondary beam spacing of the input first steel frame are received, and the secondary beam arrangement of the first steel frame is completed according to the platform load data, the layer data, and the secondary beam spacing of the first steel frame.

[0047] In one specific implementation, the platform load data and the layer data of the steel frame to be designed are matched with the steel frame three-dimensional design database, the result with the highest similarity in the load value and the layer data is filtered out on the premise that the horizontal load types are consistent, the secondary beam component attribute data is determined, the secondary beam endpoint coordinates are adjusted according to the secondary beam spacing, and the secondary beam arrangement of the newly designed steel frame is completed.

[0048] In one specific implementation, the secondary beam component attribute data includes the secondary beam spacing.

[0049] The horizontal support form of the input first steel frame is received, and the horizontal support arrangement of the first steel frame is completed according to the horizontal support form and the layer data of the first steel frame.

[0050] In one specific implementation, the horizontal support form and the layer data of the steel frame to be designed are matched with the steel frame three-dimensional design database, the result with the closest absolute value of the difference in the layer data is filtered out on the premise that the horizontal support forms are consistent, the horizontal support component attribute data is determined, the spatial position of the horizontal support component is adjusted according to the horizontal support endpoint coordinates, and the horizontal support arrangement of the newly designed steel frame is completed.

[0051] In one specific implementation, the horizontal support component attribute data includes the horizontal support endpoint coordinates.

[0052] ​According to the connecting line of the edge key points of the outermost beam of the platform of each layer of the first steel frame, the outline of the platform plate of each layer of the first steel frame is determined, and the platform plate of each layer of the first steel frame is automatically generated;

[0053] According to the component arrangement requirement of the first steel structure, the components are screened according to the component type, layer number, and top elevation, and the components are increased and / or the attribute values of the corresponding components are modified. In a specific implementation, the component arrangement of the steel frame is screened according to the component type, layer number, and top elevation through the floor component manager; the components are increased or the component attribute values are modified through the component creation and modification function. For example Figure 3 The floor component manager interface diagram of the instance.

[0054] In a specific implementation, after the steel frame design data is confirmed, the three-dimensional design of the steel frame is completed, and the steel frame design data is stored into the steel frame three-dimensional design database as a new data tuple. Figure 4 The schematic diagram of the three-dimensional model of the steel frame obtained by using the method of an embodiment of the present application.

[0055] In a specific implementation, the secondary beam arrangement of the first steel frame is completed according to the platform load data, layer data, and secondary beam spacing of the first steel frame, and includes:

[0056] For the partition of the first steel frame in which the secondary beams need to be arranged between the main beams of each layer of the platform, the secondary beam endpoint coordinates of the first steel frame are obtained by adjusting the secondary beam endpoint coordinates of the second steel frame according to the pre-set secondary beam information matching condition, the component attribute data of the secondary beams of the second steel frame, and the secondary beam spacing of the first steel frame. In a specific implementation, the input horizontal support form of the first steel frame is received, and the horizontal support arrangement of the first steel frame is completed according to the horizontal support form and the layer data of the first steel frame, and includes:

[0057] For the partition of the first steel frame in which the horizontal supports need to be arranged between the main beams of each layer of the platform, the horizontal support component attribute data of the first steel frame is determined according to the pre-set horizontal support information matching condition and the horizontal support component attribute data of the second frame, and the horizontal support arrangement of the first steel frame is completed. In a specific implementation, for the platform of each layer of the first steel frame, the outline of the platform plate of each layer of the first steel frame is determined according to the connecting line of the edge key points of the outermost beam of the platform, and the platform plate of each layer of the first steel frame is automatically generated, and includes:

[0058] For the beam located on the axis network, the edge key points are the top midpoints of the two end section of the beam on the axis network;

[0059] For the cantilever beam located outside the axis network, the edge key points are the top midpoints of the end section located outside the axis network of the cantilever beam.

[0060] In one specific implementation, the second steel frame is selected from the pre-stored historical steel frame basic design information according to the pre-set basic design information matching condition, which matches the basic design information of the first steel frame, including:

[0061] According to the hierarchical order of the design name-design condition-axis net data, the basic design information of the first steel frame is compared with the basic design information of the historical steel frame for similarity, the comprehensive similarity score of the basic design information of the historical steel frame is determined, and at least one historical steel frame with the highest score is determined as the second steel frame;

[0062] Wherein, the similarity score of the basic design information of the historical steel frame includes:

[0063] The design name of the steel frame is compared with the design name of the historical steel frame in the database for similarity by using a supervised text similarity algorithm, and a first similarity score is obtained;

[0064] The design condition data of the steel frame is compared with the design condition data of the historical steel frame in the database for similarity by using a cosine distance, and a second similarity score is obtained;

[0065] The axis net data of the steel frame is compared with the axis net data of the historical steel frame in the database for similarity by using a Jaccard similarity, and a third similarity score is obtained;

[0066] The first similarity score, the second similarity score and the third similarity score are normalized to obtain the normalized first similarity score, the second similarity score and the third similarity score; in one specific implementation, normalization refers to the process of converting data into a uniform specification or format.

[0067] The normalized first similarity score, the second similarity score and the third similarity score are added up using the weight coefficients assigned to the design name, the design condition and the axis net data, which meet the predetermined proportion, and the added score is determined as the comprehensive similarity score of the corresponding historical steel frame basic design information.

[0068] In one specific implementation, the predetermined proportion is: design name 45%, design condition 45%, axis net data 10%. Those skilled in the art know that other predetermined proportions can be selected according to specific requirements.

[0069] By means of the technical scheme of the embodiment of the present application, the steel frame three-dimensional model is generated by means of the three-dimensional design database, the data-driven three-dimensional model design is realized, the steel frame model can be quickly generated, the requirements of the model fineness in different stages such as the preliminary design and the deepening design stage are adapted, the designer is liberated from the repeated point selection modeling operation, the three-dimensional design efficiency is improved while the quality of the three-dimensional model is ensured, and meanwhile, the expansion of the historical design data will further improve the accuracy of the data matching and the design efficiency.

[0070] Embodiment two:

[0071] The present application also provides an electronic device, comprising a processor, a memory, a bus, and a computer program stored in the memory and executable on the processor, the processor comprising one or more processing cores, the memory being connected to the processor through the bus, the memory being used for storing program instructions, and the processor executing the computer program to implement the steps in the above method embodiments of the embodiment one of the present application.

[0072] Further, as an executable scheme, the electronic device can be a computer unit, which can be a desktop computer, a notebook computer, a palm computer, a cloud server and the like computing device. The computer unit can include, but is not limited to, a processor and a memory. Those skilled in the art can understand that the above-mentioned component structure of the computer unit is only an example of the computer unit, and does not constitute a limitation on the computer unit, and can include more or fewer components than the above, or combine certain components, or different components. For example, the computer unit can also include an input / output device, a network access device, a bus, etc., and the embodiments of the present application do not limit this.

[0073] Further, as an executable scheme, the processor can be a central processing unit (CPU), and can also be other general-purpose processors, digital signal processors (DSP), application specific integrated circuits (ASIC), field-programmable gate arrays (FPGA) or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components, etc. The general-purpose processor can be a microprocessor or the processor can also be any conventional processor, etc. The processor is the control center of the computer unit, and connects various parts of the computer unit by means of various interfaces and lines.

[0074] The memory can be used to store the computer program and / or modules, and the processor realizes various functions of the computer unit by running or executing the computer program and / or modules stored in the memory, and calling the data stored in the memory. The memory can mainly include a program storage area and a data storage area, wherein the program storage area can store an operating system and at least one application required by a function; the data storage area can store data created according to the use of the mobile phone and the like. In addition, the memory can include a high-speed random access memory, and can also include a non-volatile memory, such as a hard disk, a memory, a plug-in hard disk, a smart media card (SMC), a secure digital (SD) card, a flash card, at least one disk storage device, a flash memory device, or other volatile solid-state storage devices.

[0075] Embodiment three:

[0076] The application further provides a computer readable storage medium, which stores a computer program, and the computer program is executed by a processor to realize the steps of the method in the above embodiment of the application.

[0077] The modules / units integrated by the computer unit, if realized in the form of software function units and sold or used as independent products, can be stored in a computer readable storage medium. Based on such understanding, all or part of the processes in the above-mentioned embodiment methods can also be completed by a computer program instructing related hardware, and the computer program can be stored in a computer readable storage medium. The computer program can realize the steps of each method embodiment when executed by a processor. The computer program includes computer program code, which can be in the form of source code, object code, executable files or some intermediate forms. The computer readable medium can include any entity or device capable of carrying the computer program code, recording medium, U disk, mobile hard disk, magnetic disk, optical disk, computer memory, read-only memory (ROM), random access memory (RAM) and software distribution medium, etc. It should be noted that the computer readable medium can include appropriate additions or subtractions according to the requirements of legislation and patent practice in the jurisdiction.

[0078] Embodiment four:

[0079] The application further provides a computer program product, including a computer program, characterized by, the computer program is executed by a processor to realize the steps of the method embodiment as any of the above.

[0080] While this application has been particularly shown and described with references to preferred embodiments thereof, it will be understood by those skilled in the art that various changes in form and details can be made therein without departing from the spirit and scope of the application as defined by the appended claims.

Claims

1. A method of three-dimensional design of a steel frame, characterized in that, The method comprises the following steps: receiving input of basic design information of a first steel frame to be designed, the basic design information including design name, design condition, grid data and layer data; the design name is used to describe the type of the project to which the first steel frame belongs; the design condition includes structural safety level, design working life, design reference period, building seismic fortification category, design earthquake grouping, site category and / or basic load; the grid data includes grid number, grid spacing and layer elevation; the layer data includes layer number and layer elevation; selecting a second steel frame matching the basic design information of the first steel frame from the pre-stored basic design information of historical steel frames according to pre-set basic design information matching conditions; extracting component attribute data of main components of each layer of the second steel frame according to the grid number and layer number of the basic design information of the second steel frame, and mapping the extracted attribute data of the main components of each layer of the second steel frame to the corresponding grid number and layer number of the first steel frame according to a predetermined mapping rule to complete the arrangement of the main components of each layer of the first steel frame along the grid; the main components include main columns, main beams and vertical supports; the component attribute data includes component section type, end point coordinates, end point grid number, layer number and top elevation related to the component; receiving input of platform load data and secondary beam spacing of the first steel frame, and completing the arrangement of the secondary beams of the first steel frame according to the platform load data, layer data and secondary beam spacing of the first steel frame; receiving input of the horizontal support form of the first steel frame, and completing the arrangement of the horizontal supports of the first steel frame according to the horizontal support form and layer data of the first steel frame; determining the outline of the platform plate of each layer of the first steel frame according to the connection line of the beam edge key points of the outermost periphery of the platform of each layer of the first steel frame, and automatically generating the platform plate of each layer of the first steel frame; screening the components according to the component type, layer number and top elevation according to the component arrangement requirements of the first steel frame, and adding components and / or modifying the attribute values of the corresponding components; wherein selecting a second steel frame matching the basic design information of the first steel frame from the pre-stored basic design information of historical steel frames according to pre-set basic design information matching conditions comprises: comparing the basic design information of the first steel frame with the basic design information of the historical steel frames according to the hierarchical order of design name-design condition-grid data, determining the comprehensive similarity score of the basic design information of the historical steel frames, and determining at least one historical steel frame with the highest score as the second steel frame; wherein determining the similarity score of the basic design information of the historical steel frames comprises: adopting a supervised text similarity algorithm to compare the design name of the steel frame with the design name of the historical steel frames in the database to obtain a first similarity score; adopting cosine distance to calculate the similarity of the design condition data of the steel frame with the design condition data of the historical steel frames in the database to obtain a second similarity score; The Jaccard similarity is used to calculate the similarity of the axis network data of the steel frame and the axis network data of the historical steel frame in the database, and a third similarity score is obtained; The first similarity score, the second similarity score, and the third similarity score are normalized to obtain normalized first similarity score, second similarity score, and third similarity score; The normalized first similarity score, the second similarity score, and the third similarity score are accumulated using the weight coefficients assigned to the design name, the design condition, and the axis network data that meet the predetermined proportion, and the accumulated score is determined as the comprehensive similarity score of the corresponding historical steel frame basic design information.

2. The method of claim 1, wherein, The platform load data, the layer data, and the secondary beam spacing of the first steel frame are used to complete the secondary beam arrangement of the first steel frame, including: For the partition between the main beams of each layer platform of the first steel frame that needs to be arranged with secondary beams, the secondary beam endpoint coordinates of the first steel frame are obtained by adjusting the secondary beam endpoint coordinates of the second steel frame according to the pre-set secondary beam information matching conditions, the component attribute data of the secondary beams of the second steel frame, and the secondary beam spacing of the first steel frame.

3. The method of claim 1, wherein, The horizontal support form of the input first steel frame is received, and the horizontal support arrangement of the first steel frame is completed according to the horizontal support form and the layer data of the first steel frame, including: For the partition between the main beams of each layer platform of the first steel frame that needs to be arranged with horizontal supports, the horizontal support component attribute data of the first steel frame is determined and the horizontal support arrangement of the first steel frame is completed according to the pre-set horizontal support information matching conditions and the horizontal support component attribute data of the second steel frame.

4. The method of claim 1, wherein, For each layer platform of the first steel frame, the outline of the platform plate of each layer of the first steel frame is determined according to the connection line of the edge key points of the outermost periphery of the platform, and the platform plate of each layer of the first steel frame is automatically generated, including: For the beams located on the axis network, the edge key points are the top midpoints of the two end sections of the beams on the axis network; For the cantilever beams located outside the axis network, the edge key points are the top midpoints of the end section located outside the axis network of the cantilever beams.

5. The method of claim 1, wherein, The predetermined proportion is: design name 45%, design condition 45%, and axis network data 10%.

6. An electronic device, comprising: The memory stores at least one program, and the processor executes the at least one program to implement the steps of the steel frame three-dimensional design method according to any one of claims 1 to 5.

7. A computer-readable storage medium, characterized in that, The computer readable storage medium is used to store a computer program, and the processor executes the computer program to implement the steps of the steel frame three-dimensional design method according to any one of claims 1 to 5.

8. A computer program product comprising a computer program, characterized in that, The computer program is executed by the processor to implement the steps of the steel frame three-dimensional design method according to any one of claims 1 to 5.

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