Automatic drawing method for anti-explosion room structure construction drawing, electronic equipment and storage medium

Abstract

The embodiment of the invention provides an automatic drawing method for an anti-explosion room structure construction drawing, electronic equipment and a storage medium. The method comprises the steps that initial template parameters of the anti-explosion chamber are obtained; and according to the initial template parameters, a final anti-explosion chamber structure construction drawing is drawn. The automatic drawing method provided by the embodiment of the invention is only used for drawing the anti-knock room structure construction drawing, the defect that other software lacks automatic drawing of the anti-knock room structure construction drawing is overcome, and 100% automatic drawing of the anti-knock room structure construction drawing is achieved.

Description

Technical Field

[0001] The embodiments of the present invention relate to the technical field of industrial building structure design, and in particular to an automatic drawing method for construction drawings of explosion-proof compartment structures, electronic equipment, and storage media. Background Art

[0002] The design of building structures needs to go through five stages: 1. Determine the structural scheme; 2. Structural calculation; 3. Draw the structural construction drawings; 4. Review the calculation and construction drawings; 5. Improve the review opinions. At present, the mainstream domestic (market share exceeds 99%) structural calculation software (for example, PKPM structural series software, YJK structural series software), structural design tools (Lizheng structural design toolbox), and structural drawing software (Explorer series software) are constantly adapting to the development of the industry. In order to improve the efficiency and quality of design, they have initially acquired the ability to design, produce and review the entire process of structural intelligent design.

[0003] However, this kind of intelligent design is limited to the design of civil building structures or common industrial building structures, such as frame structures, frame-shear structures, shear wall structures, portal steel frame structures, steel frame structures, rack structures, etc. Since commercial software companies that aim to make profits face high cost pressure when developing related products, they can only choose large and comprehensive strategic goals, which leads to certain limitations in the degree of intelligence of the software. Specifically, although these software seem to be able to complete a large number of design tasks automatically, in the actual operation links, such as parameter input, drawing expression adjustment, drawing accuracy control, etc., designers still need to perform a lot of manual operations, and the drawing effect is not satisfactory. This not only increases the workload, but may also introduce human misunderstandings or wrong operations, affecting the quality and efficiency of the design.

[0004] In more professional fields, designers can only determine the structural scheme based on the "Design Code for Explosion-Proof Compartment Structures" (GB 50907-2013) and engineering design experience. Then, they can perform manual calculations according to the requirements of the code, and calculate the wall thickness and reinforcement according to the different boundary conditions and stress conditions of different walls. Then, they can complete the drawing of the structural construction drawings based on the calculation results and the structural requirements in the code. This process is 100% done manually, and the design efficiency and quality depend on the designer's own experience and quality, which poses a great risk. Summary of the invention

[0005] The embodiment of the present invention provides a method for automatically drawing construction drawings of explosion-proof compartment structures, electronic equipment, and storage medium.

[0006] In a first aspect, an embodiment of the present invention provides a method for automatically drawing construction drawings of explosion-proof chamber structures, comprising:

[0007] Obtain the initial template parameters of the explosion-proof chamber;

[0008] According to the initial template parameters, the final explosion-proof compartment structure construction drawing is drawn.

[0009] In a possible implementation, drawing a final explosion-proof compartment structure construction drawing according to the initial template parameters includes:

[0010] According to the initial template parameters, draw the initial explosion-proof compartment structure construction drawing;

[0011] According to the initial explosion-proof compartment structure construction drawing, the initial template parameters are adjusted to obtain intermediate template parameters, and according to the intermediate template parameters, the final explosion-proof compartment structure construction drawing is drawn.

[0012] In a possible implementation, the initial template parameters include initial geometric information, initial load information, and initial material information. The initial geometric information includes the initial number of explosion-proof chambers, the initial explosion-proof chamber type, the initial explosion-proof screen type, the initial estimated wall thickness, the initial plane position, the initial axis relationship, and the initial door opening position. The initial load information includes the initial design charge, the initial defense level, and the initial explosion center position. The initial material information includes the initial concrete strength grade and the initial steel bar strength grade.

[0013] In a possible implementation, adjusting the initial template parameters according to the initial explosion-proof compartment structure construction drawing to obtain intermediate template parameters, and drawing the final explosion-proof compartment structure construction drawing according to the intermediate template parameters includes:

[0014] Separate the walls and / or panels of the explosion-proof compartment according to the initial geometric information corresponding to the initial explosion-proof compartment structure construction drawing, classify the walls and / or panels, and judge the feasibility of the initial geometric information of the walls and / or panels according to the initial load information of the walls and / or panels; determine the intermediate first geometric information and the intermediate first load information of the walls and / or panels according to the feasibility;

[0015] Determine the positional relationship of adjacent walls and / or slabs according to the first intermediate geometric information; determine the average impulse according to the positional relationship of adjacent walls and / or slabs, the first intermediate geometric information, and the first intermediate load information;

[0016] Determine the boundary conditions of the wall and / or the plate according to the intermediate first geometric information, and determine the flexural self-vibration circular frequency of the wall and / or the plate according to the intermediate first geometric information, the initial material information, and the boundary conditions;

[0017] Determine the wall and / or slab bending moment and support reaction force according to the intermediate first geometric information, the intermediate first load information, the average impulse, and the flexural type natural circular frequency;

[0018] The intermediate first reinforcement information of the wall and / or slab is determined according to the wall and / or slab bending moment, support reaction force, intermediate first geometric information, intermediate first load information, initial material information, and boundary conditions.

[0019] Correcting the intermediate first geometric information, the intermediate first load information, and the initial material information of the wall and / or the slab according to the intermediate first reinforcement information to obtain the intermediate second geometric information, the intermediate second load information, and the intermediate second material information;

[0020] According to the intermediate second geometric information, the intermediate second load information, and the intermediate second material information, the aforementioned steps are repeated until the intermediate Nth geometric information, the intermediate Nth load information, the intermediate Nth material information, and the intermediate Nth reinforcement information of the wall and / or the slab are obtained; wherein N is a positive integer greater than 2, and the Nth geometric information includes the number of the Nth explosion-proof compartments, the type of the Nth explosion-proof compartments, and the type of the Nth explosion-proof screen;

[0021] Integrate the split walls and / or plates, take the largest envelope according to the compartment layout form, obtain the middle N+1 reinforcement information, and adjust the middle N+1 reinforcement information according to the adjacent compartment layout form, wherein the compartment layout form includes the number of N explosion-proof compartments, the type of N explosion-proof compartments, and the type of N explosion-proof screens;

[0022] According to the intermediate N+1 reinforcement information, the intermediate N geometric information, the intermediate N load information, and the intermediate N material information of each wall and / or slab are corrected to obtain the intermediate N+1 geometric information, the intermediate N+1 load information, and the intermediate N+1 material information;

[0023] According to the intermediate N+1 geometry information, the intermediate N+1 load information, and the intermediate N+1 material information, the aforementioned steps are repeated until the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information of the wall and / or slab are obtained;

[0024] According to the intermediate N+N geometric information, the intermediate N+N load information, the intermediate N+N material information and the intermediate N+N reinforcement information, the final explosion-proof compartment structure construction drawing is drawn, and the intermediate N+N geometric information, the intermediate N+N load information, the intermediate N+N material information and the intermediate N+N reinforcement information are used as the final geometric information, the final load information, the final material information and the final reinforcement information respectively to determine the final formwork parameters.

[0025] In a possible implementation, the final geometric information includes the final number of explosion-proof compartments, the final explosion-proof compartment type, the final explosion-proof screen type, the final estimated wall thickness, the final plane position, the final axis relationship, and the final door opening position; the final load information includes the final design charge, the final defense level, and the final explosion center position; the final material information includes the final concrete strength grade and the final steel bar strength grade; the final reinforcement information includes the final compartment wall and / or slab steel bars, the final screen wall and / or slab steel bars, the final frame column and / or beam steel bars, and the final structural steel bars.

[0026] In a possible implementation, drawing the final explosion-proof compartment structure construction drawing according to the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information includes:

[0027] According to the middle N+N geometric information, the middle N+N load information, the middle N+N material information and the middle N+N reinforcement information, determine the plan layout drawing, explosion-proof compartment longitudinal section drawing, explosion-proof screen courtyard longitudinal section drawing, explosion-proof compartment and explosion-proof screen courtyard cross-section drawing, different wall section drawings, different key node details, common node details, structural design description and reinforcement table.

[0028] In a possible implementation, the plan layout, explosion-proof compartment longitudinal section, explosion-proof screen courtyard longitudinal section, explosion-proof compartment and explosion-proof screen courtyard cross-section, different wall section, different key node details, common node details, structural design description, reinforcement table are determined according to the middle N+N geometric information, the middle N+N load information, the middle N+N material information, and the middle N+N reinforcement information, including:

[0029] According to the intermediate N+N geometry information, intermediate N+N load information, intermediate N+N material information, and intermediate N+N reinforcement information, determine the final control point of the plan layout; draw the final axis of the plan layout; locate the final axis of the plan layout and arrange the final axis number of the plan layout; arrange the final explosion-proof compartment walls, door openings, door piers, doors, explosion-proof screen walls, and frame columns of the plan layout according to the final axis relationship of the plan layout; mark the location and numbering of the walls, doors, and frame columns of the plan layout; arrange the key node numbers of the plan layout; mark the final explosion center location, final design charge, and final defense level; indicate the entrance top plate; arrange the sectioning symbols; mark the notes, drawing names, and scales of the plan layout; draw the outer frame of the plan layout drawing to complete the drawing of the plan layout;

[0030] According to the middle N+N geometry information, middle N+N load information, middle N+N material information, and middle N+N reinforcement information, determine the final control point of the explosion-proof room longitudinal section; draw the final axis of the explosion-proof room longitudinal section; locate the final axis of the explosion-proof room longitudinal section and arrange the final axis number of the explosion-proof room longitudinal section; arrange the final explosion-proof room wall of the explosion-proof room longitudinal section according to the final axis relationship of the explosion-proof room longitudinal section; mark the location, elevation and number of the wall and / or plate of the explosion-proof room longitudinal section, and indicate the steel bars of the explosion-proof room longitudinal section; arrange the key node number of the explosion-proof room longitudinal section; indicate the form and size of the parapet; mark the notes, name and scale of the explosion-proof room longitudinal section; draw the outer frame of the explosion-proof room longitudinal section drawing, and complete the drawing of the explosion-proof room longitudinal section;

[0031] According to the middle N+N geometric information, the middle N+N load information, the middle N+N material information, and the middle N+N reinforcement information, determine the final control point of the explosion-proof screen yard longitudinal section; draw the final axis of the explosion-proof screen yard longitudinal section; locate the final axis of the explosion-proof screen yard longitudinal section and arrange the final axis number of the explosion-proof screen yard longitudinal section; arrange the final explosion-proof screen yard walls, frame columns, and frame beams of the explosion-proof screen yard longitudinal section according to the final axis relationship of the explosion-proof screen yard longitudinal section; mark the location, elevation, and number of the walls and / or panels, frame columns, and frame beams of the explosion-proof screen yard longitudinal section, and indicate the steel bars of the explosion-proof screen yard longitudinal section; arrange the key node numbers of the explosion-proof screen yard longitudinal section; mark the notes, drawing name, and scale of the explosion-proof screen yard longitudinal section; draw the outer frame of the explosion-proof screen yard longitudinal section drawing, and complete the drawing of the explosion-proof screen yard longitudinal section drawing;

[0032] According to the N+Nth geometric information, N+Nth load information, N+Nth material information and N+Nth reinforcement information, the final control point of the cross section of the explosion-proof room and the explosion-proof screen is determined; the final axis of the cross section of the explosion-proof room and the explosion-proof screen is drawn; the final axis of the cross section of the explosion-proof room and the explosion-proof screen is located and the final axis number of the cross section of the explosion-proof room and the explosion-proof screen is arranged; the cross section of the explosion-proof room and the explosion-proof screen is arranged according to the final axis relationship of the cross section of the explosion-proof room and the explosion-proof screen The final explosion-proof screen wall, frame column and frame beam of the cross-section drawing; mark the location, elevation and number of the wall and / or plate, frame column and frame beam of the explosion-proof room and explosion-proof screen cross-section drawing, and indicate the steel bars of the explosion-proof room and explosion-proof screen cross-section drawing; arrange the key node numbers of the explosion-proof room and explosion-proof screen cross-section drawing; mark the notes, drawing name and scale of the explosion-proof room and explosion-proof screen cross-section drawing; draw the outer frame of the explosion-proof room and explosion-proof screen cross-section drawing, and complete the drawing of the explosion-proof room and explosion-proof screen cross-section drawing;

[0033] Determine the final control points of different wall profiles according to the middle N+N geometry information, middle N+N load information, middle N+N material information, and middle N+N reinforcement information; draw frame beams, screen walls, and / or slabs corresponding to different walls; mark the dimensions, elevations, and numbers of walls and / or slabs, frame beams of different wall profiles; indicate the steel bars of different wall profiles according to the final reinforcement information and mark them; mark the names and scales of different wall profiles; draw the outer frames of different wall profiles, and complete the drawing of different wall profiles;

[0034] Determine the final control points of the detailed drawings of different key nodes according to the intermediate N+N geometry information, intermediate N+N load information, intermediate N+N material information, and intermediate N+N reinforcement information; draw the walls and / or slabs corresponding to the different key nodes; mark the dimensions of the detailed walls and / or slabs of the different key nodes; indicate the steel bars of the detailed drawings of different key nodes according to the final reinforcement information and mark them; mark the names and scales of the detailed drawings of different key nodes; draw the outer frames of the detailed drawings of different key nodes, and complete the drawing of the detailed drawings of different key nodes;

[0035] Obtaining a preset graphic file; determining the output common node detail drawing according to the preset graphic file and the middle N+N geometry information, the middle N+N load information, the middle N+N material information, and the middle N+N reinforcement information; drawing the outer frame of the common node detail drawing to complete the drawing of the common node detail drawing;

[0036] Obtaining a preset text file, wherein the preset text file reserves variable parameters; determining the output structural design description according to the preset text file and the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information; drawing a drawing frame according to the values ​​of the reserved variable parameters filled in by the user, and completing the drawing of the structural design description;

[0037] Output the reinforcement table based on the final reinforcement information.

[0038] In a second aspect, an embodiment of the present invention provides an electronic device, including:

[0039] A memory and a processor, wherein the processor and the memory communicate with each other via a bus; the memory stores program instructions executable by the processor, and the processor calls the program instructions to execute the method described in the first aspect and each step in various possible implementations.

[0040] In a third aspect, an embodiment of the present invention provides a computer-readable storage medium having a computer program stored thereon, which, when executed by a processor, implements the method described in the first aspect and each step in various possible implementations.

[0041] In a fourth aspect, an embodiment of the present invention provides a computer program product comprising instructions, and when the computer program product is run on a computer, each step in the method described in the first aspect and its various possible implementations is executed by the computer.

[0042] The embodiments of the present invention disclose the following technical effects:

[0043] The automatic drawing method provided by the embodiment of the present invention is only for drawing the structural construction drawing of the explosion-proof compartment, which fills the deficiency of other software in lacking the automatic drawing of the structural construction drawing of the explosion-proof compartment, and realizes 100% automatic drawing of the structural construction drawing of the explosion-proof compartment.

[0044] Of course, any product implementing the present invention does not necessarily need to achieve all of the advantages described above at the same time. BRIEF DESCRIPTION OF THE DRAWINGS

[0045] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0046] Figure 1 A system architecture diagram applicable to the embodiment of the present invention;

[0047] Figure 2 A schematic flow chart of a method for automatically drawing construction drawings of explosion-proof compartment structures provided by an embodiment of the present invention;

[0048] Figure 3a-3j A schematic diagram of project parameters provided by an embodiment of the present invention;

[0049] Figure 4 A schematic diagram of a diagram to be drawn provided in an embodiment of the present invention;

[0050] Figure 5a A schematic diagram of a flow chart of a calculation module provided in an embodiment of the present invention;

[0051] Figure 5b A schematic diagram of a process for obtaining intermediate N-th geometric information, intermediate N-th load information, intermediate N-th material information, and intermediate N-th reinforcement information of a wall and / or a slab provided by an embodiment of the present invention;

[0052] Figure 5c A schematic diagram of a process for obtaining the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information of a wall and / or a slab provided by an embodiment of the present invention;

[0053] Figure 6 A schematic diagram of the process flow of the automatic drawing module provided by an embodiment of the present invention;

[0054] Figure 7 A schematic block diagram of an automatic drawing device for an explosion-proof compartment structure construction drawing provided by an embodiment of the present invention;

[0055] Figure 8 A schematic block diagram of an electronic device provided by an embodiment of the present invention. DETAILED DESCRIPTION

[0056] In order to make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the technical solution in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0057] The terms used in the embodiments of the present invention are only for the purpose of describing specific embodiments, and are not intended to limit the present invention. The singular forms "a", "said" and "the" used in the embodiments of the present invention and the appended claims are also intended to include plural forms, unless the context clearly indicates other meanings.

[0058] It should be understood that the term "and / or" used in this article is only a description of the association relationship of associated objects, indicating that there can be three relationships. For example, A and / or B can represent: A exists alone, A and B exist at the same time, and B exists alone. In addition, the character " / " in this article generally indicates that the associated objects before and after are in an "or" relationship.

[0059] The word "if" as used herein may be interpreted as "at the time of" or "when" or "in response to determining" or "in response to detecting", depending on the context. Similarly, the phrases "if determining" or "if monitoring (stated condition or event)" may be interpreted as "when determining" or "in response to determining" or "when detecting (stated condition or event)" or "in response to detecting (stated condition or event)", depending on the context.

[0060] In the professional field, although designers can determine the structural scheme based on the "Design Code for Explosion-Proof Compartment Structures" (GB 50907-2013) and engineering design experience, they need to perform manual calculations according to the requirements of the code, and calculate the wall thickness and reinforcement according to the different boundary conditions and stress conditions of different walls. Then, the structural construction drawings are drawn according to the calculation results and the structural requirements in the code. This process is 100% completed manually, and the design efficiency and quality depend on the designer's own experience and quality, which poses a great risk.

[0061] In view of this, the embodiment of the present invention provides a new idea. In order to facilitate the understanding of the present application, the system architecture based on the embodiment of the present invention is first described. Figure 1 An exemplary system architecture to which the present invention can be applied is shown. Figure 1 As shown in , the system architecture may include a terminal device and an automatic drawing device for construction drawings of explosion-proof chamber structures located on a server side.

[0062] The terminal devices may include, but are not limited to, smart mobile terminals, smart home devices, wearable devices, PCs (Personal Computers), etc. Smart mobile terminals may include mobile phones, tablet computers, laptop computers, PDAs (Personal Digital Assistants), Internet cars, etc. Smart home devices may include smart TVs, smart refrigerators, etc. Wearable devices may include smart watches, smart glasses, virtual reality devices, augmented reality devices, mixed reality devices (i.e., devices that can support virtual reality and augmented reality), etc.

[0063] The device for automatically drawing construction drawings of explosion-proof compartment structures can use the method for automatically drawing construction drawings of explosion-proof compartment structures provided in the embodiment of the present invention to automatically draw construction drawings of explosion-proof compartment structures.

[0064] The above-mentioned explosion-proof room structure construction drawing automatic drawing device can be set on a single server, or on a server group consisting of multiple servers, or on a cloud server. A cloud server, also known as a cloud computing server or cloud host, is a host product in the cloud computing service system to solve the defects of difficult management and weak service scalability in traditional physical hosts and virtual private servers (VPS). Figure 1 In addition to the shown structure, the automatic drawing device for the explosion-proof chamber structure construction drawing can also be set on a computer terminal with strong computing power.

[0065] Figure 2A schematic diagram of a process flow of a method for automatically drawing construction drawings of explosion-proof compartment structures provided by an embodiment of the present invention. The method can be performed by Figure 1 The automatic drawing device for the construction drawing of the explosion-proof compartment structure in the system shown in the figure is executed. Figure 2 As shown in , the method may include the following steps:

[0066] Step 201: Obtaining initial template parameters of the explosion-proof chamber.

[0067] Step 202: Draw the final explosion-proof compartment structure construction drawing according to the initial template parameters.

[0068] The following describes in detail each step in the above process and the effects that can be further produced in conjunction with the embodiments of the present invention.

[0069] First, the above step 201, namely, "obtaining initial template parameters of the explosion-proof chamber" is described in detail in conjunction with an embodiment of the present invention.

[0070] As a possible implementation method, the initial template parameters include initial geometry information, initial load information and initial material information. The initial geometry information includes the initial explosion-proof compartment type, the initial explosion-proof screen type, the initial estimated wall thickness, the initial plane position, the initial axis relationship, and the initial door opening position. The initial load information includes the initial design charge, the initial defense level, and the initial explosion center position. The initial material information includes the initial concrete strength grade and the initial steel bar strength grade.

[0071] The above step 202, i.e., drawing the final explosion-proof compartment structure construction drawing according to the initial template parameters, is described in detail below in conjunction with an embodiment of the present invention.

[0072] As a possible implementation method, an initial explosion-proof compartment structure construction drawing is drawn according to the initial template parameters. According to the initial explosion-proof compartment structure construction drawing, the initial template parameters are adjusted to obtain the intermediate template parameters, and the final explosion-proof compartment structure construction drawing is drawn according to the intermediate template parameters.

[0073] As a possible implementation method, according to the initial explosion-proof compartment structure construction drawing, the initial template parameters are adjusted to obtain the intermediate template parameters, and the specific steps of drawing the final explosion-proof compartment structure construction drawing according to the intermediate template parameters are as follows:

[0074] The walls and / or panels of the explosion-proof compartment are separated according to the initial geometric information corresponding to the initial explosion-proof compartment structure construction drawing, and the walls and / or panels are classified (i.e., the separated walls and / or panels are numbered, and the specific numbers can be found in Figure 3d , Figure 3gThe feasibility of the initial geometric information of the wall and / or slab is determined according to the initial load information of the wall and / or slab; the intermediate first geometric information and the intermediate first load information of the wall and / or slab are determined according to the feasibility; the position relationship of the adjacent walls and / or slabs is determined according to the intermediate first geometric information; the average impulse is determined according to the position relationship of the adjacent walls and / or slabs, the intermediate first geometric information, and the intermediate first load information; the boundary conditions of the wall and / or slab are determined according to the intermediate first geometric information; the flexural self-vibration circular frequency of the wall and / or slab is determined according to the intermediate first geometric information, the initial material information, and the boundary conditions; the bending moment of the wall and / or slab (including the mid-span moment in both directions) is determined according to the intermediate first geometric information, the intermediate first load information, the average impulse, and the flexural self-vibration circular frequency bending moment, bidirectional support bending moment), support reaction force; determine the intermediate first reinforcement information of the wall and / or slab according to the wall and / or slab bending moment, support reaction force, the intermediate first geometric information, the intermediate first load information, the initial material information, and the boundary conditions; correct the intermediate first geometric information, the intermediate first load information, and the initial material information of the wall and / or slab according to the intermediate first reinforcement information to obtain the intermediate second geometric information, the intermediate second load information, and the intermediate second material information; repeat the above steps according to the intermediate second geometric information, the intermediate second load information, and the intermediate second material information until the intermediate Nth geometric information, the intermediate Nth load information, the intermediate Nth material information, and the intermediate Nth reinforcement information of the wall and / or slab are obtained; wherein N is a positive integer greater than 2. The Nth geometric information includes the number of Nth explosion-proof compartments, the type of Nth explosion-proof compartments, and the type of Nth explosion-proof screens; the split walls and / or slabs are integrated, and the middle N+1 reinforcement information is obtained according to the envelope of the compartment layout form, and the middle N+1 reinforcement information is adjusted according to the layout form of adjacent compartments. The compartment layout form includes the number of Nth explosion-proof compartments, the type of Nth explosion-proof compartments, and the type of Nth explosion-proof screens; according to the middle N+1 reinforcement information, the middle Nth geometric information, the middle Nth load information, and the middle Nth material information of each wall and / or slab are corrected to obtain the middle N+1 geometric information, the middle N+1 load information, and the middle N+1 material information; according to the middle N+1 geometric information, the middle N+1 load information, and the middle N+1 material information The aforementioned steps are repeated until the intermediate N+Nth geometric information, intermediate N+Nth load information, intermediate N+Nth material information, and intermediate N+Nth reinforcement information of the wall and / or slab are obtained (it should be noted that the aforementioned steps are performed by the calculation module of the automatic drawing device for the explosion-proof compartment structure construction drawing); the final explosion-proof compartment structure construction drawing is drawn according to the intermediate N+Nth geometric information, the intermediate N+Nth load information, the intermediate N+Nth material information, and the intermediate N+Nth reinforcement information, and the intermediate N+Nth geometric information, the intermediate N+Nth load information, the intermediate N+Nth material information, and the intermediate N+Nth reinforcement information are used as the final geometric information, the final load information, the final material information, and the final reinforcement information, respectively, to determine the final template parameters.Among them, the final geometric information includes the final number of explosion-resistant compartments, the final explosion-resistant compartment type, the final explosion-resistant screen type, the final estimated wall thickness, the final plane position, the final axis relationship, and the final door opening position; the final load information includes the final design charge, the final defense level, and the final explosion center position; the final material information includes the final concrete strength grade and the final steel bar strength grade; the final reinforcement information includes the final compartment wall and / or slab steel bars, the final screen wall and / or slab steel bars, the final frame column and / or beam steel bars, and the final structural steel bars.

[0075] In the embodiment of the present invention, the user Figure 3a-3j Fill in the project parameter values ​​in the project parameter interface shown in the figure. Then the user can Figure 4 When a graph to be drawn is selected in the interface shown, step 202 will be executed.

[0076] As a possible implementation method, in an embodiment of the present invention, the plan layout drawing, the longitudinal section drawing of the explosion-proof compartment, the longitudinal section drawing of the explosion-proof screen, the cross-section drawing of the explosion-proof compartment and the explosion-proof screen, the cross-section drawings of different wall bodies, the detailed drawings of different key nodes, the detailed drawings of common nodes, the structural design description, and the reinforcement table are determined according to the middle N+N geometric information, the middle N+N load information, the middle N+N material information, and the middle N+N reinforcement information. Specifically, according to the intermediate N+N geometry information, intermediate N+N load information, intermediate N+N material information, and intermediate N+N reinforcement information, determine the final control point of the plan layout; draw the final axis of the plan layout; locate the final axis of the plan layout and arrange the final axis number of the plan layout; arrange the final explosion-proof compartment walls, door openings, door piers, doors, explosion-proof screen walls, and frame columns of the plan layout according to the final axis relationship of the plan layout; mark the location and numbering of the walls, doors, and frame columns of the plan layout; arrange the key node numbers of the plan layout; mark the final explosion center location, the final design charge, and the final defense level; indicate the entrance top plate; arrange the section Cut symbols; mark the notes, drawing names and scales of the plan layout; draw the outer frame of the plan layout drawing to complete the drawing of the plan layout; determine the final control points of the longitudinal section of the explosion-proof compartment according to the middle N+N geometric information, middle N+N load information, middle N+N material information, and middle N+N reinforcement information; draw the final axis of the longitudinal section of the explosion-proof compartment; locate the final axis of the longitudinal section of the explosion-proof compartment and arrange the final axis number of the longitudinal section of the explosion-proof compartment; arrange the final explosion-proof compartment wall of the longitudinal section of the explosion-proof compartment according to the final axis relationship of the longitudinal section of the explosion-proof compartment; mark the location, elevation and number of the wall and / or plate of the longitudinal section of the explosion-proof compartment to indicate the explosion-proof compartment Reinforcement of longitudinal section; arrange key node numbers of longitudinal section of explosion-proof room; indicate the form and size of parapet; mark notes, name and scale of longitudinal section of explosion-proof room; draw the outer frame of longitudinal section of explosion-proof room and complete the drawing of longitudinal section of explosion-proof room; determine the final control point of longitudinal section of explosion-proof screen yard according to the middle N+N geometry information, middle N+N load information, middle N+N material information and middle N+N reinforcement information; draw the final axis of longitudinal section of explosion-proof screen yard; locate the final axis of longitudinal section of explosion-proof screen yard and arrange the final axis number of longitudinal section of explosion-proof screen yard; arrange longitudinal section of explosion-proof screen yard according to the final axis relationship of longitudinal section of explosion-proof screen yard Final explosion-proof screen wall, frame column, frame beam; mark the location, elevation and number of the explosion-proof screen longitudinal section wall and / or plate, frame column, frame beam, and indicate the steel bars of the explosion-proof screen longitudinal section; arrange the key node numbers of the explosion-proof screen longitudinal section; mark the notes, drawing name and scale of the explosion-proof screen longitudinal section; draw the outer frame of the explosion-proof screen longitudinal section drawing, and complete the drawing of the explosion-proof screen longitudinal section; determine the final control points of the explosion-proof room and the explosion-proof screen cross section according to the middle N+N geometry information, middle N+N load information, middle N+N material information, and middle N+N reinforcement information; draw the final axis of the explosion-proof room and the explosion-proof screen cross section;Position the final axis of the explosion-proof room and explosion-proof screen yard cross-section drawing, arrange the final axis number of the explosion-proof room and explosion-proof screen yard cross-section drawing; arrange the final explosion-proof screen yard wall, frame column and frame beam of the explosion-proof room and explosion-proof screen yard cross-section drawing according to the final axis relationship of the explosion-proof room and explosion-proof screen yard cross-section drawing; mark the positioning, elevation and numbering of the walls and / or plates, frame columns and frame beams of the explosion-proof room and explosion-proof screen yard cross-section drawing, and indicate the steel bars of the explosion-proof room and explosion-proof screen yard cross-section drawing; arrange the key node numbers of the explosion-proof room and explosion-proof screen yard cross-section drawing; mark the notes, drawing name and scale of the explosion-proof room and explosion-proof screen yard cross-section drawing; draw the outer frame of the explosion-proof room and explosion-proof screen yard cross-section drawing, and complete the explosion-proof room and explosion-proof screen yard cross-section drawing Drawing of surface drawings; Determine the final control points of different wall profiles according to the middle N+N geometric information, middle N+N load information, middle N+N material information, and middle N+N reinforcement information; Draw the frame beams, screen walls, and / or slabs corresponding to different walls; Mark the dimensions, elevations, and numbers of walls and / or slabs, frame beams of different wall profiles; Indicate the steel bars of different wall profiles according to the final reinforcement information and mark them; Mark the names and scales of different wall profiles; Draw the outer frames of different wall profiles and complete the drawing of different wall profiles; According to the middle N+N geometric information, middle N+N load information, middle N+N material information, and middle N+N reinforcement information, Determine the final control points of the detailed drawings of different key nodes; draw the walls and / or slabs corresponding to the different key nodes; mark the sizes of the detailed walls and / or slabs of the different key nodes; indicate the steel bars of the detailed drawings of different key nodes according to the final reinforcement information and mark them; mark the names and scales of the detailed drawings of different key nodes; draw the outer frames of the detailed drawings of different key nodes, and complete the drawing of the detailed drawings of different key nodes; obtain the preset graphic files; determine the output general node detailed drawings according to the preset graphic files and the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information (specifically, the user manually selects the preset graphic files required, and the preset graphic files selected by the user are output according to the preset graphic files selected by the user). File, as well as the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, the intermediate N+N reinforcement information, determine the output general node detail drawing); draw the general node detail drawing frame to complete the drawing of the general node detail drawing; obtain a preset text file, the preset text file reserves variable parameters; according to the preset text file and the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, the intermediate N+N reinforcement information, determine the output structural design description; according to the values ​​of the reserved variable parameters filled in by the user, draw the drawing frame to complete the drawing of the structural design description; according to the final reinforcement information, output the reinforcement table. It should be noted that the above steps are executed by the automatic drawing module of the automatic drawing device for the explosion-proof compartment structure construction drawing. ;

[0077] It should be noted that each time the intermediate geometric information (e.g., the intermediate first geometric information, the intermediate second geometric information, ..., the intermediate N+N geometric information), the intermediate load information (e.g., the intermediate first load information, the intermediate second load information, ..., the intermediate N+N load information), the intermediate material information (e.g., the intermediate first material information, the intermediate second material information, ..., the intermediate N+N material information), and the intermediate reinforcement information (e.g., the intermediate first reinforcement information, the intermediate second reinforcement information, ..., the intermediate N+N reinforcement information) are obtained, the explosion-proof compartment structure construction drawing will be drawn once. Exemplarily, the intermediate second explosion-proof compartment structure construction drawing can be determined based on the intermediate second geometric information, the intermediate second load information, the intermediate second material information, and the intermediate second reinforcement information. The intermediate N explosion-proof compartment structure construction drawing can be determined based on the intermediate N geometric information, the intermediate N load information, the intermediate N material information, and the intermediate N reinforcement information. The construction drawing of the intermediate N+N explosion-proof compartment structure can also be determined according to the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information. In the embodiment of the present invention, the construction drawing of the intermediate N+N explosion-proof compartment structure is used as the final construction drawing of the explosion-proof compartment structure.

[0078] It should also be noted that the plan layout drawing, explosion-proof room longitudinal section drawing, explosion-proof screen yard longitudinal section drawing, explosion-proof room and explosion-proof screen yard cross-section drawing, different wall section drawings, different key node details, common node details, structural design instructions, reinforcement tables, etc. constitute the structural construction drawing of the explosion-proof room.

[0079] It should also be noted that if the structural construction drawing of the explosion-proof room has parts that the user needs to adjust, it can be returned as follows: Figure 3a-3j Modify the project parameters interface shown in the figure.

[0080] From the above content, it can be seen that the automatic drawing method provided by the embodiment of the present invention is only for drawing the construction drawings of explosion-proof chamber structures, filling the deficiency of other software lacking automatic drawing of construction drawings of explosion-proof chamber structures, and realizing 100% automatic drawing of construction drawings of explosion-proof chamber structures.

[0081] Figure 5a The flowchart of the calculation module of the automatic drawing device for the construction drawing of the explosion-proof compartment structure provided by the embodiment of the present invention includes: step 501-step 509.

[0082] Step 501, obtaining initial template parameters of the explosion-proof chamber.

[0083] In the embodiment of the present invention, the initial template parameters include initial geometry information, initial load information, and initial material information.

[0084] Step 502: split the walls and / or panels.

[0085] In the embodiment of the present invention, walls and / or plates are separated according to the initial geometric information, and the walls and / or plates are classified.

[0086] Step 503: determine the feasibility of the initial geometric information.

[0087] In the embodiment of the present invention, the feasibility of the initial geometric information is determined based on the initial load information; and the intermediate first geometric information and the intermediate first load information are determined based on the feasibility.

[0088] Step 504, determine the average impulse.

[0089] In the embodiment of the present invention, the positional relationship between adjacent walls and / or plates is determined based on the intermediate first geometric information; the average impulse is determined based on the positional relationship between adjacent walls and / or plates, the intermediate first geometric information, and the intermediate first load information.

[0090] Step 505, determining boundary conditions.

[0091] In the embodiment of the present invention, the boundary conditions of the wall and / or the plate are determined based on the intermediate first geometric information.

[0092] Step 506, determining the flexural self-vibrating circular frequency.

[0093] In the embodiment of the present invention, the flexural natural circular frequency of the wall and / or the plate is determined based on the intermediate first geometric information, the initial material information, and the boundary conditions.

[0094] Step 507, determining the bending moment and support reaction force.

[0095] In the embodiment of the present invention, the wall and / or plate bending moment and support reaction force are determined according to the intermediate first geometric information, the intermediate first load information, the average impulse, and the flexural self-vibration circular frequency. The bending moment includes the bidirectional mid-span bending moment of the wall and / or plate and the bidirectional support bending moment. The support reaction force includes the support reaction force of each side of the wall and / or plate.

[0096] Step 508, determine the reinforcement information.

[0097] In an embodiment of the present invention, the intermediate first reinforcement information of the wall and / or slab is determined based on the wall and / or slab bending moment, support reaction force, intermediate first geometric information, intermediate first load information, initial material information, and boundary conditions.

[0098] It should be noted that after step 508, the following Figure 5b Steps 5081 and 5082 are shown.

[0099] Step 5081, correcting the intermediate first geometric information, intermediate first load information, and initial material information of the wall and / or slab according to the intermediate first reinforcement information, and obtaining the intermediate second geometric information, intermediate second load information, and intermediate second material information.

[0100] Step 5082, according to the intermediate second geometric information, the intermediate second load information, and the intermediate second material information, repeat the aforementioned steps 502-508 and step 5081 until the intermediate Nth geometric information, the intermediate Nth load information, the intermediate Nth material information, and the intermediate Nth reinforcement information of the wall and / or slab are obtained; wherein N is a positive integer greater than 2. The Nth geometric information includes the number of the Nth explosion-proof compartments, the type of the Nth explosion-proof compartments, and the type of the Nth explosion-proof screen.

[0101] It should be noted that after step 5081 and step 5082, the following steps are performed: Figure 5c Steps 5083, 5084, 5085 and 5086 are shown.

[0102] Step 5083, integrate the split walls and / or plates, take the largest envelope according to the compartment layout form, obtain the middle N+1 reinforcement information, and adjust the middle N+1 reinforcement information according to the adjacent compartment layout form. The compartment layout form includes the number of N explosion-proof compartments, the type of N explosion-proof compartments, and the type of N explosion-proof screens.

[0103] Step 5084, based on the intermediate N+1 reinforcement information, correct the intermediate N geometric information, intermediate N load information, and intermediate N material information of each wall and / or slab to obtain the intermediate N+1 geometric information, intermediate N+1 load information, and intermediate N+1 material information.

[0104] Step 5085, according to the intermediate N+1 geometry information, the intermediate N+1 load information, and the intermediate N+1 material information, repeat the aforementioned steps 502-508 and steps 5083 and 5084 until the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information of the wall and / or slab are obtained.

[0105] Step 509: Determine the intermediate template parameters.

[0106] In the embodiment of the present invention, the intermediate first geometric information, ..., and the intermediate N+N geometric information are used as the intermediate geometric information, the intermediate first load information, ..., and the intermediate N+N load information are used as the intermediate load information, the intermediate first material information, ..., and the intermediate N+N material information are used as the intermediate material information, and the intermediate first reinforcement information, ..., and the intermediate N+N reinforcement information are used as the intermediate reinforcement information. The intermediate template parameters include intermediate geometric information, intermediate load information, intermediate material information, and intermediate reinforcement information.

[0107] Figure 6 The flowchart of the automatic drawing module of the automatic drawing device for the construction drawing of the explosion-proof chamber structure provided by the embodiment of the present invention includes: step 601-step 611.

[0108] Step 601, obtaining intermediate template parameters.

[0109] In the embodiment of the present invention, the intermediate template parameters are obtained, and the intermediate template parameters include intermediate geometry information, intermediate load information, intermediate material information, and intermediate reinforcement information.

[0110] Step 602, determine the floor plan.

[0111] In an embodiment of the present invention, the final control point of the plan layout is determined; the final axis of the plan layout is drawn; the final axis of the plan layout is located and the final axis number of the plan layout is arranged; the final explosion-proof compartment walls, door openings, door piers, doors, explosion-proof screen walls, and frame columns of the plan layout are arranged according to the final axis relationship of the plan layout; the locations and numbers of the walls, doors, and frame columns of the plan layout are marked; the key node numbers of the plan layout are arranged; the final explosion center location, the final design charge, and the final defense level are marked; the entrance top plate is indicated; the sectioning symbols are arranged; the notes, drawing names, and scales of the plan layout are marked; the outer frame of the plan layout drawing is drawn to complete the drawing of the plan layout.

[0112] Step 603, determining the longitudinal section of the explosion-proof chamber.

[0113] In the embodiment of the present invention, the final control point of the explosion-proof compartment longitudinal section is determined; the final axis of the explosion-proof compartment longitudinal section is drawn; the final axis of the explosion-proof compartment longitudinal section is positioned and the final axis number of the explosion-proof compartment longitudinal section is arranged; the final explosion-proof compartment wall of the explosion-proof compartment longitudinal section is arranged according to the final axis relationship of the explosion-proof compartment longitudinal section; the positioning, elevation and numbering of the wall and / or plate of the explosion-proof compartment longitudinal section are marked, and the steel bars of the explosion-proof compartment longitudinal section are indicated; the key node numbers of the explosion-proof compartment longitudinal section are arranged; the form and size of the parapet are indicated; the notes, figure name and scale of the explosion-proof compartment longitudinal section are marked; the outer frame of the explosion-proof compartment longitudinal section drawing is drawn, and the drawing of the explosion-proof compartment longitudinal section drawing is completed.

[0114] Step 604, determine the longitudinal section of the explosion-proof screen.

[0115] In an embodiment of the present invention, a final control point of the explosion-proof screen yard longitudinal section is determined; a final axis line of the explosion-proof screen yard longitudinal section is drawn; the final axis line of the explosion-proof screen yard longitudinal section is positioned and the final axis number of the explosion-proof screen yard longitudinal section is arranged; the final explosion-proof screen yard walls, frame columns and frame beams of the explosion-proof screen yard longitudinal section are arranged according to the final axis line relationship of the explosion-proof screen yard longitudinal section; the positioning, elevation and numbering of the walls and / or panels, frame columns and frame beams of the explosion-proof screen yard longitudinal section are marked to indicate the steel bars of the explosion-proof screen yard longitudinal section; the key node numbers of the explosion-proof screen yard longitudinal section are arranged; the notes, figure name and scale of the explosion-proof screen yard longitudinal section are marked; the outer frame of the explosion-proof screen yard longitudinal section drawing is drawn to complete the drawing of the explosion-proof screen yard longitudinal section drawing.

[0116] Step 605, determining the cross-sectional view of the explosion-proof compartment and the explosion-proof screen.

[0117] In an embodiment of the present invention, the final control point of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard is determined; the final axis of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard is drawn; the final axis of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard is positioned, and the final axis number of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard is arranged; the final explosion-proof screen yard wall, frame column, and frame beam of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard are arranged according to the final axis relationship of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard; the positioning, elevation, and numbering of the walls and / or plates, frame columns, and frame beams of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard are marked, and the steel bars of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard are indicated; the key node numbers of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard are arranged; the notes, the name of the drawing, and the scale of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard are marked; the outer frame of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard is drawn, and the drawing of the cross-sectional view of the explosion-proof compartment and the explosion-proof screen yard is completed.

[0118] Step 606, determining different wall profiles.

[0119] In an embodiment of the present invention, final control points of different wall profiles are determined; frame beams, screen walls and / or slabs corresponding to different walls are drawn; dimensions, elevations and numbers of walls and / or slabs, frame beams of different wall profiles are marked; steel bars of different wall profiles are indicated and marked according to final reinforcement information; names and scales of different wall profiles are marked; outer frames of drawings of different wall profiles are drawn, and drawing of different wall profiles is completed.

[0120] Step 607, determining detailed drawings of different key nodes.

[0121] In an embodiment of the present invention, final control points of detailed drawings of different key nodes are determined; walls and / or slabs corresponding to different key nodes are drawn; sizes of detailed walls and / or slabs of different key nodes are marked; detailed steel bars of different key nodes are indicated and marked according to final reinforcement information; detailed drawing names and scales of different key nodes are marked; and detailed drawing frames of different key nodes are drawn to complete the drawing of detailed drawings of different key nodes.

[0122] Step 608, determining the general node details.

[0123] In the embodiment of the present invention, the user manually selects the acquired preset graphic file to determine the output common node detail diagram; draws the drawing frame of the common node detail diagram to complete the drawing of the common node detail diagram.

[0124] Step 609, determine the structural design description.

[0125] In an embodiment of the present invention, a user manually selects a preset text file, which has reserved variable parameters and can be inserted, rearranged, and saved; based on the values ​​of the reserved variable parameters filled in by the user; a drawing frame is drawn to complete the drawing of the structural design description.

[0126] Step 610, determine the reinforcement table.

[0127] In the embodiment of the present invention, a reinforcement table is outputted according to the intermediate reinforcement information.

[0128] According to step 602 to step 610, the intermediate template parameters in step 601 are repeatedly adjusted.

[0129] Step 611, determine the final template parameters.

[0130] In an embodiment of the present invention, the intermediate template parameters corresponding to the last drawn plan layout drawing, explosion-proof compartment longitudinal section drawing, explosion-proof screen yard longitudinal section drawing, explosion-proof compartment and explosion-proof screen yard cross-section drawing, different wall section drawings, different key node details, common node details, structural design description and reinforcement table are used as the final template parameters.

[0131] It should be noted that the basis for drawing the plan layout drawing in steps 602 to 610, the basis for drawing the longitudinal section drawing of the explosion-proof compartment, the basis for drawing the longitudinal section drawing of the explosion-proof screen yard, the basis for drawing the cross-section drawing of the explosion-proof compartment and the explosion-proof screen yard, the basis for drawing the section drawings of different walls, the basis for drawing the detailed drawings of different key nodes, the basis for drawing the detailed drawings of common nodes, the basis for drawing the structural design instructions, and the basis for drawing the reinforcement table are the Code for Structural Design of Explosion-proof Compartments (GB 50907-2013), the Unified Standard for Building Architectural Drawing (GB_T50001-2017), the Architectural Drawing Standard (GB_T50104-2010), the Architectural Structure Drawing Standard (GB_T50105-2010), and the Unified Technical Measures for Yard Structure Drawing.

[0132] According to an embodiment of another aspect, a device for automatically drawing construction drawings of explosion-proof compartment structures is provided. Figure 7 A schematic block diagram of an automatic drawing device for construction drawings of explosion-proof chamber structures according to an embodiment is shown. The device can be arranged at Figure 1 The server side of the architecture shown in Figure 1. Figure 7 As shown, the device 700 may include: an acquisition unit 701 and a drawing unit 702. The main functions of each component unit are as follows:

[0133] The acquisition unit 701 is used to acquire the initial template parameters of the explosion-proof chamber.

[0134] The drawing unit 702 is used to draw the final explosion-proof compartment structure construction drawing according to the initial template parameters.

[0135] As an achievable method, the drawing unit 702 is specifically used to draw an initial explosion-proof chamber structure construction drawing according to the initial template parameters; adjust the initial template parameters according to the initial explosion-proof chamber structure construction drawing, obtain intermediate template parameters, and draw the final explosion-proof chamber structure construction drawing according to the intermediate template parameters.

[0136] As a feasible method, the initial template parameters include initial geometric information, initial load information, and initial material information. The initial geometric information includes the initial number of explosion-proof compartments, the initial explosion-proof compartment type, the initial explosion-proof screen type, the initial estimated wall thickness, the initial plane position, the initial axis relationship, and the initial door opening position. The initial load information includes the initial design charge, the initial defense level, and the initial explosion center position. The initial material information includes the initial concrete strength grade and the initial steel bar strength grade.

[0137] As an achievable method, the drawing unit 702 is specifically used to separate the walls and / or plates of the explosion-proof chamber according to the initial geometric information corresponding to the initial explosion-proof chamber structure construction drawing, classify the walls and / or plates, and judge the feasibility of the initial geometric information of the walls and / or plates according to the initial load information of the walls and / or plates; determine the intermediate first geometric information and the intermediate first load information of the walls and / or plates according to the feasibility;

[0138] Determine the positional relationship of adjacent walls and / or slabs according to the first intermediate geometric information; determine the average impulse according to the positional relationship of adjacent walls and / or slabs, the first intermediate geometric information, and the first intermediate load information;

[0139] Determine the boundary conditions of the wall and / or the plate according to the intermediate first geometric information, and determine the flexural self-vibration circular frequency of the wall and / or the plate according to the intermediate first geometric information, the initial material information, and the boundary conditions;

[0140] Determine the wall and / or slab bending moment and support reaction force according to the intermediate first geometric information, the intermediate first load information, the average impulse, and the flexural type natural circular frequency;

[0141] Determine the intermediate first reinforcement information of the wall and / or slab according to the wall and / or slab bending moment, support reaction force, intermediate first geometric information, intermediate first load information, initial material information, and boundary conditions;

[0142] Correcting the intermediate first geometric information, the intermediate first load information, and the initial material information of the wall and / or the slab according to the intermediate first reinforcement information to obtain the intermediate second geometric information, the intermediate second load information, and the intermediate second material information;

[0143] According to the intermediate second geometric information, the intermediate second load information, and the intermediate second material information, the aforementioned steps are repeated until the intermediate Nth geometric information, the intermediate Nth load information, the intermediate Nth material information, and the intermediate Nth reinforcement information of the wall and / or the slab are obtained; wherein N is a positive integer greater than 2, and the Nth geometric information includes the number of the Nth explosion-proof compartments, the type of the Nth explosion-proof compartments, and the type of the Nth explosion-proof screen;

[0144] Integrate the split walls and / or plates, take the largest envelope according to the compartment layout form, obtain the middle N+1 reinforcement information, and adjust the middle N+1 reinforcement information according to the adjacent compartment layout form, wherein the compartment layout form includes the number of N explosion-proof compartments, the type of N explosion-proof compartments, and the type of N explosion-proof screens;

[0145] According to the intermediate N+1 reinforcement information, the intermediate N geometric information, the intermediate N load information, and the intermediate N material information of each wall and / or slab are corrected to obtain the intermediate N+1 geometric information, the intermediate N+1 load information, and the intermediate N+1 material information;

[0146] According to the intermediate N+1 geometry information, the intermediate N+1 load information, and the intermediate N+1 material information, the aforementioned steps are repeated until the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information of the wall and / or slab are obtained;

[0147] According to the intermediate N+N geometric information, the intermediate N+N load information, the intermediate N+N material information and the intermediate N+N reinforcement information, the final explosion-proof compartment structure construction drawing is drawn, and the intermediate N+N geometric information, the intermediate N+N load information, the intermediate N+N material information and the intermediate N+N reinforcement information are used as the final geometric information, the final load information, the final material information and the final reinforcement information respectively to determine the final formwork parameters.

[0148] As a feasible method, the final geometric information includes the final number of explosion-proof compartments, the final explosion-proof compartment type, the final explosion-proof screen type, the final estimated wall thickness, the final plane position, the final axis relationship, and the final door opening position; the final load information includes the final design charge, the final defense level, and the final explosion center position; the final material information includes the final concrete strength grade and the final steel bar strength grade; the final reinforcement information includes the final compartment wall and / or slab steel bars, the final screen wall and / or slab steel bars, the final frame column and / or beam steel bars, and the final structural steel bars.

[0149] As a feasible method, the drawing unit 702 is specifically used to determine the plan layout, the explosion-proof compartment longitudinal section, the explosion-proof screen longitudinal section, the explosion-proof compartment and explosion-proof screen cross-section, different wall section drawings, different key node details, common node details, structural design instructions, and reinforcement tables according to the middle N+N geometric information, the middle N+N load information, the middle N+N material information, and the middle N+N reinforcement information.

[0150] As an achievable method, the drawing unit 702 is specifically used to determine the final control point of the plan layout according to the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information; draw the final axis of the plan layout; locate the final axis of the plan layout and arrange the final axis number of the plan layout; arrange the final explosion-proof compartment walls, door openings, door piers, doors, explosion-proof screen courtyard walls, and frame columns of the plan layout according to the final axis relationship of the plan layout; mark the location and numbering of the walls, doors, and frame columns of the plan layout; arrange the key node numbers of the plan layout; mark the final explosion center location, the final design charge, and the final defense level; indicate the entrance top plate; arrange the sectioning symbol; mark the notes, drawing name, and scale of the plan layout; draw the outer frame of the plan layout drawing to complete the drawing of the plan layout;

[0151] According to the middle N+N geometry information, middle N+N load information, middle N+N material information, and middle N+N reinforcement information, determine the final control point of the explosion-proof room longitudinal section; draw the final axis of the explosion-proof room longitudinal section; locate the final axis of the explosion-proof room longitudinal section and arrange the final axis number of the explosion-proof room longitudinal section; arrange the final explosion-proof room wall of the explosion-proof room longitudinal section according to the final axis relationship of the explosion-proof room longitudinal section; mark the location, elevation and number of the wall and / or plate of the explosion-proof room longitudinal section, and indicate the steel bars of the explosion-proof room longitudinal section; arrange the key node number of the explosion-proof room longitudinal section; indicate the form and size of the parapet; mark the notes, name and scale of the explosion-proof room longitudinal section; draw the outer frame of the explosion-proof room longitudinal section drawing, and complete the drawing of the explosion-proof room longitudinal section;

[0152] According to the middle N+N geometric information, the middle N+N load information, the middle N+N material information, and the middle N+N reinforcement information, determine the final control point of the explosion-proof screen yard longitudinal section; draw the final axis of the explosion-proof screen yard longitudinal section; locate the final axis of the explosion-proof screen yard longitudinal section and arrange the final axis number of the explosion-proof screen yard longitudinal section; arrange the final explosion-proof screen yard walls, frame columns, and frame beams of the explosion-proof screen yard longitudinal section according to the final axis relationship of the explosion-proof screen yard longitudinal section; mark the location, elevation, and number of the walls and / or panels, frame columns, and frame beams of the explosion-proof screen yard longitudinal section, and indicate the steel bars of the explosion-proof screen yard longitudinal section; arrange the key node numbers of the explosion-proof screen yard longitudinal section; mark the notes, drawing name, and scale of the explosion-proof screen yard longitudinal section; draw the outer frame of the explosion-proof screen yard longitudinal section drawing, and complete the drawing of the explosion-proof screen yard longitudinal section drawing;

[0153] According to the N+Nth geometric information, N+Nth load information, N+Nth material information and N+Nth reinforcement information, the final control point of the cross section of the explosion-proof room and the explosion-proof screen is determined; the final axis of the cross section of the explosion-proof room and the explosion-proof screen is drawn; the final axis of the cross section of the explosion-proof room and the explosion-proof screen is located and the final axis number of the cross section of the explosion-proof room and the explosion-proof screen is arranged; the cross section of the explosion-proof room and the explosion-proof screen is arranged according to the final axis relationship of the cross section of the explosion-proof room and the explosion-proof screen The final explosion-proof screen wall, frame column and frame beam of the cross-section drawing; mark the location, elevation and number of the wall and / or plate, frame column and frame beam of the explosion-proof room and explosion-proof screen cross-section drawing, and indicate the steel bars of the explosion-proof room and explosion-proof screen cross-section drawing; arrange the key node numbers of the explosion-proof room and explosion-proof screen cross-section drawing; mark the notes, drawing name and scale of the explosion-proof room and explosion-proof screen cross-section drawing; draw the outer frame of the explosion-proof room and explosion-proof screen cross-section drawing, and complete the drawing of the explosion-proof room and explosion-proof screen cross-section drawing;

[0154] Determine the final control points of different wall profiles according to the middle N+N geometry information, middle N+N load information, middle N+N material information, and middle N+N reinforcement information; draw frame beams, screen walls, and / or slabs corresponding to different walls; mark the dimensions, elevations, and numbers of walls and / or slabs, frame beams of different wall profiles; indicate the steel bars of different wall profiles according to the final reinforcement information and mark them; mark the names and scales of different wall profiles; draw the outer frames of different wall profiles, and complete the drawing of different wall profiles;

[0155] Determine the final control points of the detailed drawings of different key nodes according to the intermediate N+N geometry information, intermediate N+N load information, intermediate N+N material information, and intermediate N+N reinforcement information; draw the walls and / or slabs corresponding to the different key nodes; mark the dimensions of the detailed walls and / or slabs of the different key nodes; indicate the steel bars of the detailed drawings of different key nodes according to the final reinforcement information and mark them; mark the names and scales of the detailed drawings of different key nodes; draw the outer frames of the detailed drawings of different key nodes, and complete the drawing of the detailed drawings of different key nodes;

[0156] Obtaining a preset graphic file; determining the output common node detail drawing according to the preset graphic file and the middle N+N geometry information, the middle N+N load information, the middle N+N material information, and the middle N+N reinforcement information; drawing the outer frame of the common node detail drawing, and completing the drawing of the common node detail drawing;

[0157] Obtaining a preset text file, wherein the preset text file reserves variable parameters; determining the output structural design description according to the preset text file and the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information; drawing a drawing frame according to the values ​​of the reserved variable parameters filled in by the user, and completing the drawing of the structural design description;

[0158] Output the reinforcement table based on the final reinforcement information.

[0159] Each embodiment in this specification is described in a progressive manner, and the same or similar parts between the embodiments can refer to each other, and each embodiment focuses on the differences from other embodiments. In particular, for the device embodiment, since it is basically similar to the method embodiment, the description is relatively simple, and the relevant parts can refer to the partial description of the method embodiment. The device embodiment described above is only schematic, wherein the unit described as a separate component may or may not be physically separated, and the component displayed as a unit may or may not be a physical unit, that is, it may be located in one place, or it may be distributed on multiple network units. Some or all of the modules can be selected according to actual needs to achieve the purpose of the scheme of this embodiment. Ordinary technicians in this field can understand and implement it without paying creative work.

[0160] In addition, an embodiment of the present invention further provides a computer-readable storage medium on which a computer program is stored. When the program is executed by a processor, the steps of any one of the methods in the aforementioned method embodiments are implemented.

[0161] And an electronic device, comprising:

[0162] one or more processors; and

[0163] A memory associated with the one or more processors, the memory being used to store program instructions, wherein the program instructions, when read and executed by the one or more processors, execute the steps of the method described in any one of the aforementioned method embodiments.

[0164] An embodiment of the present invention further provides a computer program product, including a computer program, which implements the steps of any one of the methods in the aforementioned method embodiments when executed by a processor.

[0165] in, Figure 8 The architecture of the electronic device is exemplarily shown, which may include a processor 810, a video display adapter 811, a disk drive 812, an input / output interface 813, a network interface 814, and a memory 820. The processor 810, the video display adapter 811, the disk drive 812, the input / output interface 813, the network interface 814, and the memory 820 may be communicatively connected via a communication bus 830.

[0166] The processor 810 may be implemented by a general-purpose CPU, a microprocessor, an application-specific integrated circuit (ASIC), or one or more integrated circuits, etc., and is used to execute relevant programs to implement the technical solutions provided by the embodiments of the present invention.

[0167] The memory 820 can be implemented in the form of ROM (Read Only Memory), RAM (Random Access Memory), static storage device, dynamic storage device, etc. The memory 820 can store an operating system 821 for controlling the operation of the electronic device 800, and a basic input and output system (BIOS) 822 for controlling the low-level operation of the electronic device 800. In addition, a web browser 823, a data storage management system 824, and an automatic drawing device 825 for the construction drawing of the explosion-proof compartment structure can also be stored. The automatic drawing device 825 for the construction drawing of the explosion-proof compartment structure can be an application program that specifically implements the operations of the aforementioned steps in the embodiment of the present invention. In short, when the technical solution provided by the embodiment of the present invention is implemented by software or firmware, the relevant program code is stored in the memory 820 and is called and executed by the processor 810.

[0168] The input / output interface 813 is used to connect the input / output module to realize information input and output. The input / output module can be configured in the device as a component (not shown in the figure), or it can be externally connected to the device to provide corresponding functions. Among them, the input device may include a keyboard, a mouse, a touch screen, a microphone, various sensors, etc., and the output device may include a display, a speaker, a vibrator, an indicator light, etc.

[0169] The network interface 814 is used to connect to a communication module (not shown) to achieve communication interaction between the device and other devices. The communication module can achieve communication through a wired mode (such as USB, network cable, etc.) or a wireless mode (such as mobile network, WIFI, Bluetooth, etc.).

[0170] The bus 830 comprises a pathway for transmitting information between the various components of the device (eg, the processor 810, the video display adapter 811, the disk drive 812, the input / output interface 813, the network interface 814, and the memory 820).

[0171] It should be noted that, although the above device only shows a processor 810, a video display adapter 811, a disk drive 812, an input / output interface 813, a network interface 814, a memory 820, a bus 830, etc., in the specific implementation process, the device may also include other components necessary for normal operation. In addition, it can be understood by those skilled in the art that the above device may also only include components necessary for implementing the solution of the present application, and does not necessarily include all the components shown in the figure.

[0172] Through the description of the above implementation methods, those skilled in the art can clearly understand that each implementation method can be implemented by means of software plus a necessary general hardware platform, and of course, it can also be implemented by hardware. Based on this understanding, the above technical solution is essentially or the part that contributes to the prior art can be embodied in the form of a software product, and the computer software product can be stored in a computer-readable storage medium, such as ROM / RAM, a disk, an optical disk, etc., including a number of instructions for a computer device (which can be a personal computer, a server, or a network device, etc.) to execute the methods described in each embodiment or some parts of the embodiments.

[0173] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the embodiments of the present invention, rather than to limit them. Although the embodiments of the present invention have been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or replace some or all of the technical features therein with equivalents. However, these modifications or replacements do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of the present invention.

Claims

1. A method for automatically drawing construction drawings of explosion-proof compartment structures, characterized in that: include: Obtain the initial template parameters of the explosion-proof chamber; According to the initial template parameters, the final explosion-proof compartment structure construction drawing is drawn.

2. The method according to claim 1, characterized in that The final explosion-proof compartment structure construction drawing is drawn according to the initial template parameters, including: According to the initial template parameters, draw the initial explosion-proof compartment structure construction drawing; According to the initial explosion-proof compartment structure construction drawing, the initial template parameters are adjusted to obtain intermediate template parameters, and according to the intermediate template parameters, the final explosion-proof compartment structure construction drawing is drawn.

3. The method according to claim 1 or 2, characterized in that: The initial template parameters include initial geometric information, initial load information, and initial material information. The initial geometric information includes the initial number of explosion-proof chambers, the initial explosion-proof chamber type, the initial explosion-proof screen type, the initial estimated wall thickness, the initial plane position, the initial axis relationship, and the initial door opening position. The initial load information includes the initial design charge, the initial defense level, and the initial explosion center position. The initial material information includes the initial concrete strength grade and the initial steel bar strength grade.

4. The method according to claim 2, characterized in that: The method of adjusting the initial template parameters according to the initial explosion-proof compartment structure construction drawing to obtain intermediate template parameters, and drawing the final explosion-proof compartment structure construction drawing according to the intermediate template parameters, includes: Separate the walls and / or panels of the explosion-proof compartment according to the initial geometric information corresponding to the initial explosion-proof compartment structure construction drawing, classify the walls and / or panels, and judge the feasibility of the initial geometric information of the walls and / or panels according to the initial load information of the walls and / or panels; determine the intermediate first geometric information and the intermediate first load information of the walls and / or panels according to the feasibility; Determine the positional relationship of adjacent walls and / or slabs according to the first intermediate geometric information; determine the average impulse according to the positional relationship of adjacent walls and / or slabs, the first intermediate geometric information, and the first intermediate load information; Determine the boundary conditions of the wall and / or the plate according to the intermediate first geometric information, and determine the flexural self-vibration circular frequency of the wall and / or the plate according to the intermediate first geometric information, the initial material information, and the boundary conditions; Determine the wall and / or slab bending moment and support reaction force according to the intermediate first geometric information, the intermediate first load information, the average impulse, and the flexural type natural circular frequency; Determine the intermediate first reinforcement information of the wall and / or slab according to the wall and / or slab bending moment, support reaction force, intermediate first geometric information, intermediate first load information, initial material information, and boundary conditions; Correcting the intermediate first geometric information, the intermediate first load information, and the initial material information of the wall and / or the slab according to the intermediate first reinforcement information to obtain the intermediate second geometric information, the intermediate second load information, and the intermediate second material information; According to the intermediate second geometric information, the intermediate second load information, and the intermediate second material information, the aforementioned steps are repeated until the intermediate Nth geometric information, the intermediate Nth load information, the intermediate Nth material information, and the intermediate Nth reinforcement information of the wall and / or the slab are obtained; wherein N is a positive integer greater than 2, and the Nth geometric information includes the number of the Nth explosion-proof compartments, the type of the Nth explosion-proof compartments, and the type of the Nth explosion-proof screen; Integrate the split walls and / or plates, take the largest envelope according to the compartment layout form, obtain the middle N+1 reinforcement information, and adjust the middle N+1 reinforcement information according to the adjacent compartment layout form, wherein the compartment layout form includes the number of N explosion-proof compartments, the type of N explosion-proof compartments, and the type of N explosion-proof screens; According to the intermediate N+1 reinforcement information, the intermediate N geometric information, the intermediate N load information, and the intermediate N material information of each wall and / or slab are corrected to obtain the intermediate N+1 geometric information, the intermediate N+1 load information, and the intermediate N+1 material information; According to the intermediate N+1 geometry information, the intermediate N+1 load information, and the intermediate N+1 material information, the aforementioned steps are repeated until the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information of the wall and / or slab are obtained; According to the intermediate N+N geometric information, the intermediate N+N load information, the intermediate N+N material information and the intermediate N+N reinforcement information, the final explosion-proof compartment structure construction drawing is drawn, and the intermediate N+N geometric information, the intermediate N+N load information, the intermediate N+N material information and the intermediate N+N reinforcement information are used as the final geometric information, the final load information, the final material information and the final reinforcement information respectively to determine the final formwork parameters.

5. The method according to claim 4, characterized in that The final geometric information includes the final number of explosion-proof compartments, the final explosion-proof compartment type, the final explosion-proof screen type, the final estimated wall thickness, the final plane position, the final axis relationship, and the final door opening position; the final load information includes the final design charge, the final defense level, and the final explosion center position; the final material information includes the final concrete strength grade and the final steel bar strength grade; the final reinforcement information includes the final compartment wall and / or slab steel bars, the final screen wall and / or slab steel bars, the final frame column and / or beam steel bars, and the final structural steel bars.

6. The method according to claim 4, characterized in that The final explosion-proof compartment structure construction drawing is drawn according to the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information, including: According to the middle N+N geometric information, the middle N+N load information, the middle N+N material information and the middle N+N reinforcement information, determine the plan layout drawing, explosion-proof compartment longitudinal section drawing, explosion-proof screen courtyard longitudinal section drawing, explosion-proof compartment and explosion-proof screen courtyard cross-section drawing, different wall section drawings, different key node details, common node details, structural design description and reinforcement table.

7. The method according to claim 6, characterized in that The plan layout, explosion-proof compartment longitudinal section, explosion-proof screen longitudinal section, explosion-proof compartment and explosion-proof screen cross-section, different wall section, different key node details, common node details, structural design description, and reinforcement table are determined according to the middle N+N geometric information, the middle N+N load information, the middle N+N material information, and the middle N+N reinforcement information, including: According to the intermediate N+N geometry information, intermediate N+N load information, intermediate N+N material information, and intermediate N+N reinforcement information, determine the final control point of the plan layout; draw the final axis of the plan layout; locate the final axis of the plan layout and arrange the final axis number of the plan layout; arrange the final explosion-proof compartment walls, door openings, door piers, doors, explosion-proof screen walls, and frame columns of the plan layout according to the final axis relationship of the plan layout; mark the location and numbering of the walls, doors, and frame columns of the plan layout; arrange the key node numbers of the plan layout; mark the final explosion center location, final design charge, and final defense level; indicate the entrance top plate; arrange the sectioning symbols; mark the notes, drawing names, and scales of the plan layout; draw the outer frame of the plan layout drawing to complete the drawing of the plan layout; According to the middle N+N geometry information, middle N+N load information, middle N+N material information, and middle N+N reinforcement information, determine the final control point of the explosion-proof room longitudinal section; draw the final axis of the explosion-proof room longitudinal section; locate the final axis of the explosion-proof room longitudinal section and arrange the final axis number of the explosion-proof room longitudinal section; arrange the final explosion-proof room wall of the explosion-proof room longitudinal section according to the final axis relationship of the explosion-proof room longitudinal section; mark the location, elevation and number of the wall and / or plate of the explosion-proof room longitudinal section, and indicate the steel bars of the explosion-proof room longitudinal section; arrange the key node number of the explosion-proof room longitudinal section; indicate the form and size of the parapet; mark the notes, name and scale of the explosion-proof room longitudinal section; draw the outer frame of the explosion-proof room longitudinal section drawing, and complete the drawing of the explosion-proof room longitudinal section; According to the middle N+N geometric information, the middle N+N load information, the middle N+N material information, and the middle N+N reinforcement information, determine the final control point of the explosion-proof screen yard longitudinal section; draw the final axis of the explosion-proof screen yard longitudinal section; locate the final axis of the explosion-proof screen yard longitudinal section and arrange the final axis number of the explosion-proof screen yard longitudinal section; arrange the final explosion-proof screen yard walls, frame columns, and frame beams of the explosion-proof screen yard longitudinal section according to the final axis relationship of the explosion-proof screen yard longitudinal section; mark the location, elevation, and number of the walls and / or panels, frame columns, and frame beams of the explosion-proof screen yard longitudinal section, and indicate the steel bars of the explosion-proof screen yard longitudinal section; arrange the key node numbers of the explosion-proof screen yard longitudinal section; mark the notes, drawing name, and scale of the explosion-proof screen yard longitudinal section; draw the outer frame of the explosion-proof screen yard longitudinal section drawing, and complete the drawing of the explosion-proof screen yard longitudinal section drawing; According to the N+Nth geometric information, N+Nth load information, N+Nth material information and N+Nth reinforcement information, the final control point of the cross section of the explosion-proof room and the explosion-proof screen is determined; the final axis of the cross section of the explosion-proof room and the explosion-proof screen is drawn; the final axis of the cross section of the explosion-proof room and the explosion-proof screen is located and the final axis number of the cross section of the explosion-proof room and the explosion-proof screen is arranged; the cross section of the explosion-proof room and the explosion-proof screen is arranged according to the final axis relationship of the cross section of the explosion-proof room and the explosion-proof screen The final explosion-proof screen wall, frame column and frame beam of the cross-section drawing; mark the location, elevation and number of the wall and / or plate, frame column and frame beam of the explosion-proof room and explosion-proof screen cross-section drawing, and indicate the steel bars of the explosion-proof room and explosion-proof screen cross-section drawing; arrange the key node numbers of the explosion-proof room and explosion-proof screen cross-section drawing; mark the notes, drawing name and scale of the explosion-proof room and explosion-proof screen cross-section drawing; draw the outer frame of the explosion-proof room and explosion-proof screen cross-section drawing, and complete the drawing of the explosion-proof room and explosion-proof screen cross-section drawing; Determine the final control points of different wall profiles according to the middle N+N geometry information, middle N+N load information, middle N+N material information, and middle N+N reinforcement information; draw frame beams, screen walls, and / or slabs corresponding to different walls; mark the dimensions, elevations, and numbers of walls and / or slabs, frame beams of different wall profiles; indicate the steel bars of different wall profiles according to the final reinforcement information and mark them; mark the names and scales of different wall profiles; draw the outer frames of different wall profiles, and complete the drawing of different wall profiles; Determine the final control points of the detailed drawings of different key nodes according to the intermediate N+N geometry information, intermediate N+N load information, intermediate N+N material information, and intermediate N+N reinforcement information; draw the walls and / or slabs corresponding to the different key nodes; mark the dimensions of the detailed walls and / or slabs of the different key nodes; indicate the steel bars of the detailed drawings of different key nodes according to the final reinforcement information and mark them; mark the names and scales of the detailed drawings of different key nodes; draw the outer frames of the detailed drawings of different key nodes, and complete the drawing of the detailed drawings of different key nodes; Obtaining a preset graphic file; determining the output common node detail drawing according to the preset graphic file and the middle N+N geometry information, the middle N+N load information, the middle N+N material information, and the middle N+N reinforcement information; drawing the outer frame of the common node detail drawing to complete the drawing of the common node detail drawing; Obtaining a preset text file, wherein the preset text file reserves variable parameters; determining the output structural design description according to the preset text file and the intermediate N+N geometry information, the intermediate N+N load information, the intermediate N+N material information, and the intermediate N+N reinforcement information; drawing a drawing frame according to the values ​​of the reserved variable parameters filled in by the user, and completing the drawing of the structural design description; Output the reinforcement table based on the final reinforcement information.

8. An electronic device, characterized in that: include: A memory and a processor, wherein the processor and the memory communicate with each other via a bus; The memory stores program instructions executable by the processor, and the processor can execute the method according to any one of claims 1 to 7 by calling the program instructions.

9. A computer-readable storage medium having a computer program stored thereon, characterized in that: When the computer program is executed by a processor, the method according to any one of claims 1 to 7 is implemented.

10. A computer program product comprising instructions, characterized in that When the computer program product is run on a computer, the method according to claims 1 to 7 is executed by the computer.

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