CN112948914B - Method, processing device and storage medium for automatically generating Liang Peijin diagrams - Google Patents
Method, processing device and storage medium for automatically generating Liang Peijin diagrams Download PDFInfo
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- 238000000034 method Methods 0.000 title claims abstract description 67
- 238000010586 diagram Methods 0.000 title claims abstract description 61
- 238000003860 storage Methods 0.000 title claims abstract description 27
- 238000012545 processing Methods 0.000 title claims abstract description 17
- 230000002787 reinforcement Effects 0.000 claims abstract description 95
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 16
- 239000000758 substrate Substances 0.000 claims 2
- 238000013461 design Methods 0.000 description 8
- 238000004364 calculation method Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000011065 in-situ storage Methods 0.000 description 4
- 238000004458 analytical method Methods 0.000 description 3
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- 238000007726 management method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000004065 semiconductor Substances 0.000 description 2
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- 238000002372 labelling Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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- G—PHYSICS
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- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
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Abstract
The application discloses a method, a processing device and a computer readable storage medium for automatically generating Liang Peijin a map, wherein the method for automatically generating Liang Peijin map comprises the following steps: and obtaining a first building model and Liang Peijin parameters obtained by calculating the first building model. And constructing a second building model according to the first building model. And according to Liang Peijin parameters, performing reinforcement operation on the beam body in the second building model to generate a Liang Peijin diagram. The method for automatically generating Liang Peijin the map provided by the application obtains the first building model, calculates Liang Peijin parameters of the first building model, constructs a second building model according to the first building model, and performs reinforcement operation on the beam body in the second building model according to Liang Peijin parameters so as to realize automatic operation in each step of generating Liang Peijin the map, so that the method for automatically generating Liang Peijin the map provided by the application has the advantages of high map drawing speed and small workload.
Description
Technical Field
The present application relates to the field of building technology, and in particular, to a method for automatically generating Liang Peijin a diagram, a processing device for Liang Peijin a diagram, and a computer-readable storage medium.
Background
The BIM building information model (Building Information Modeling) is used for building a building model by taking various relevant information data of a building engineering project as a model basis. The method has five characteristics of visualization, coordination, simulation, optimality and diagrammability. The design, construction and management are unified to work under one platform, so that the integrated management environment of the building engineering is realized, the efficiency of the building engineering can be obviously improved and the risk can be greatly reduced in the whole process of the building engineering. Because various problems which can occur in the later real construction stage can be found in the early design stage, the problems can be treated in advance, and a firm foundation is laid for the later activity. The method can be used as practical guidance of construction in later construction and feasibility guidance to provide reasonable construction scheme and reasonable configuration of personnel and material use, thereby realizing reasonable utilization of resources in the maximum range.
Disclosure of Invention
The application mainly solves the technical problem of a method for automatically generating Liang Peijin drawings, a processing device of Liang Peijin drawings and a computer readable storage medium.
In order to solve the technical problems, the technical scheme adopted by the application is to provide a method for automatically generating Liang Peijin drawings, which comprises the following steps: and obtaining a first building model and Liang Peijin parameters obtained by calculating the first building model. And constructing a second building model according to the first building model. And according to Liang Peijin parameters, performing reinforcement operation on the beam body in the second building model to generate a Liang Peijin diagram.
Further, the reinforcement of the beam body in the second building model according to Liang Peijin parameters to generate a beam reinforcement graph includes obtaining a positioning sketch including a beam midline of the beam body in the first building model and position coordinates of each beam midline. And performing reinforcement operation on the beam body in the second building model according to Liang Peijin parameters by using the positioning sketch to generate a Liang Peijin diagram.
Further, liang Peijin parameters include at least one set of beam rebar areas, and position coordinates of the beam rebar areas in the first building model. Performing reinforcement operation on the beam body in the second building model according to Liang Peijin parameters by using the positioning sketch to generate a beam reinforcement graph comprises: and performing position adjustment on the positioning sketch based on the position coordinates of the beam center lines in the positioning sketch, so that the position coordinates of each beam center line are aligned with the same position coordinates in the second building model. And determining a beam body corresponding to the middle line of each beam in the second building model, and matching the beam reinforcement area corresponding to the beam body with the beam body.
Further, determining a beam body corresponding to each beam center line in the second building model, and matching the beam reinforcement area corresponding to the beam body includes: and determining the offset information of the beam body corresponding to Liang Zhongxian based on the beam center line. And adjusting the position coordinates of the beam reinforcement area corresponding to the beam body according to the offset information to obtain the adjusted position coordinates. And matching the beam reinforcement area corresponding to the beam body with the beam body according to the adjusted position coordinates.
Further, the position coordinates of the midpoints of the beam centerlines of each beam body are taken as the position coordinates of the beam centerlines. And taking the position coordinate of the Liang Zhongxian midpoint of the corresponding beam body of the beam reinforcement area in the first building model as the position coordinate of the beam reinforcement area in the first building model.
Further, obtaining a first building model, and Liang Peijin parameters obtained by calculating the first building model, including: and obtaining a first building model constructed by the first building design software based on the building scheme, and Liang Peijin parameters obtained by calculating the first building model. Building a second building model from the first building model, comprising: and constructing a second building model according to the first building model by using second building design software. And according to Liang Peijin parameters, performing reinforcement operation on the beam body in the second building model to generate a Liang Peijin diagram, wherein the reinforcement operation comprises the following steps: and performing reinforcement operation on the beam body in the second building model by using second building design software according to Liang Peijin parameters to generate a Liang Peijin diagram.
Further, the first building design software is building structure calculation software, and the second building design software is building structure modeling software.
Further, after performing a reinforcement operation on the beam body in the second building model according to the Liang Peijin parameters to generate a Liang Peijin diagram, the method includes: and determining the reinforcing steel bar parameters of each beam body based on Liang Peijin parameters. Each beam of the Liang Peijin diagram is labeled with a label family based on the rebar parameters.
In order to solve the technical problems, the application adopts another technical scheme that: there is provided a method of automatically generating Liang Peijin a graph, the method comprising: and building a first building model according to a pre-built building scheme. And calculating the first building model to obtain Liang Peijin parameters. And deriving the parameters of the first building model and Liang Peijin to construct a second building model by using the first building model, and performing reinforcement operation on the beam body in the second building model according to the parameters of Liang Peijin to generate a Liang Peijin chart.
Further, the method further comprises: from the first building model, a positioning schematic is generated. And (3) deriving the positioning sketch to perform reinforcement operation on the beam body in the second building model by using the positioning sketch and Liang Peijin parameters to generate a Liang Peijin diagram. Wherein the positioning diagram includes beam midlines of the beams in the first building model and position coordinates of each beam midline.
In order to solve the technical problems, the application adopts another technical scheme that: provided is a beam reinforcement drawing processing device, which includes: the system comprises a processor and a memory, wherein the memory is used for storing program data, and the processor is used for executing the program data to realize the method for automatically generating Liang Peijin diagrams.
In order to solve the technical problems, the application adopts another technical scheme that: there is provided a computer readable storage medium having stored therein program data which, when executed by a processor, is adapted to carry out the above-described method of automatically generating Liang Peijin figures.
The beneficial effects of the application are as follows: compared with the prior art, the method for automatically generating Liang Peijin the map has the advantages that Liang Peijin parameters obtained by acquiring the first building model and calculating the first building model, constructing the second building model according to the first building model, and performing reinforcement operation on the beam body in the second building model according to Liang Peijin parameters so as to realize automatic operation in each step of generating Liang Peijin the map, so that the method for automatically generating Liang Peijin the map has the advantages of high map drawing speed and small workload.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings required for the description of the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments of the present application, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art. Wherein:
fig. 1 is a schematic flow chart of an embodiment of a method for labeling a beam reinforcement graph according to the present application.
FIG. 2 is a flow chart illustrating an embodiment of step S30 in FIG. 1;
FIG. 3 is a flowchart illustrating an embodiment of step S32 in FIG. 2;
FIG. 4 is a flowchart illustrating an embodiment of step S322 in FIG. 3;
FIG. 5 is a flow chart of a second embodiment of the method for automatically generating Liang Peijin. Fig.;
FIG. 6 is a flow chart of a third embodiment of the method for automatically generating Liang Peijin. Fig.;
FIG. 7 is a flow chart of a fourth embodiment of the method for automatically generating Liang Peijin. Fig.;
FIG. 8 is a schematic view of a first embodiment of a beam reinforcement graph processing apparatus according to the present application;
FIG. 9 is a schematic diagram of a first embodiment of a computer readable storage medium provided by the present application;
FIG. 10 is a schematic view of a second embodiment of a beam reinforcement graph processing apparatus according to the present application;
Fig. 11 is a schematic structural view of a second embodiment of a computer readable storage medium provided by the present application.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application. It is to be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the application. It should be further noted that, for convenience of description, only some, but not all of the structures related to the present application are shown in the drawings. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.
Reference herein to "an embodiment" means that a particular feature, structure, or characteristic described in connection with the embodiment may be included in at least one embodiment of the application. The appearances of such phrases in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments. Those of skill in the art will explicitly and implicitly appreciate that the embodiments described herein may be combined with other embodiments.
The method for automatically generating Liang Peijin diagrams provided in this embodiment is applicable to various building Structure modeling software, such as the Revit Structure software, the Bentley software, the ArchiCAD software, the CATIA software, and the like of the Revit software. The reinforcement diagram refers to the drawings of the number, specification and distribution of various reinforced bars of the reinforced concrete member. Liang Peijin figures include elevation, cross-sectional and rebar details. The vertical view and the sectional view are mutually contrasted, the arrangement condition of the steel bars of the whole component can be seen, and the detailed view of the steel bars shows the shape and the size of the single steel bar.
Referring to fig. 1, fig. 1 is a flowchart of a first embodiment of a method for automatically generating Liang Peijin a diagram according to the present application. As shown in fig. 1, the method for automatically generating Liang Peijin diagrams provided by the application comprises the following steps:
s10: and obtaining a first building model and Liang Peijin parameters obtained by calculating the first building model.
Optionally, in this embodiment, the first building design software constructs a first building model based on the building plan, and calculates Liang Peijin parameters of the first building model. The first building design software is building structure calculation software, for example, one of the building construction software or PKPM software.
The building software is common calculation software for building structure design, and a designer can build a three-dimensional building structure model in the building software according to a preliminary designed building drawing and perform structural calculation according to a conventional design flow, and reinforcement is arranged according to a calculation result. PKPM is a building design software, the most main function of which is to perform building structural design, such as reinforced concrete structure, masonry structure, steel structure, etc., and can perform integral calculation analysis on the structure and generate a construction drawing with a certain depth, thus being one of the most widely used structural design software at present.
In practice, the first building model is a building structure analysis model established by the first building design software according to a building drawing of a building scheme designed in advance by a constructor. The structure selection comprises a shear wall structure, a frame structure and the like. And selecting a structural form according to structural design schemes such as building information, earthquake grades and the like to realize structural model selection. Building a building structure analysis model in building design software such as building department software and the like, and designing beams, plates, columns and walls according to structural design specifications and earthquake-resistant design specifications.
Specifically, structural calculation is performed on the first building model, and the Liang Peijin parameters obtained include beam reinforcement areas corresponding to each beam body in the first building model.
Optionally, in view of the cheapness of subsequent operations to obtain Liang Peijin parameters, a structural calculation parameter file is created, which includes Liang Peijin parameters, and the file format of the structural calculation parameter file may be converted into a sim format, which is a business-level architecture data exchange standard of the south-middle-establishment (similar to international standard ifc).
In a specific embodiment, the first building design software is a building engineering software, and the calculation result of the first building model established by the building engineering software is stored in a database under a model path (YDB file), and the program finds the database under the path by selecting the building engineering model, and reads Liang Peijin parameters therein.
S20: and constructing a second building model according to the first building model.
Because the building structure calculation software such as the building branch software or PKPM software has lower drawing precision and poor effect, and the building structure modeling software such as revit software has higher drawing precision and better drawing effect, the first building model established by the building structure calculation software is utilized to establish the second building model in the building structure modeling software.
In one embodiment, the first building design software is set forth as a building engineering software, and the second building design software is set forth as a Revit Structure 2012 software. In this embodiment, the data interface between the Revit Structure 2012 software and the building department software is developed under an Autodesk Revit platform, and is called in the form of plug-in under the Revit Structure 2012 software, specifically, the data interface is a YJK-REVIT conversion interface.
Through the YJK-REVIT conversion interface, the Revit Structure 2012 software can import model information of the first building model, and automatically create a second building model conforming to the shearing relationship based on the model information of the first building model.
S30: and according to Liang Peijin parameters, performing reinforcement operation on the beam body in the second building model to generate a Liang Peijin diagram.
Optionally, referring to fig. 2, fig. 2 is a schematic flow chart of an embodiment of step S30 in fig. 1.
In this embodiment, since the first building model is created by the first building design software and the second building model is created in the second building design software, the position of the Liang Peijin parameters of the first building design software imported into the second building design software cannot be guaranteed to be consistent, and therefore, the positioning diagram generated by the first building design software is obtained for positioning, so that the above-mentioned problems are overcome.
As shown in fig. 2, in the present embodiment, step S30 includes the steps of:
s31: and obtaining a positioning sketch. Wherein the positioning diagram includes beam midlines of the beams in the first building model and position coordinates of each beam midline.
Alternatively, in this embodiment, the positioning chart may be generated by the first building design software according to the first building model, the positioning chart draws the beam midlines of all beam bodies in the first building model, and the position coordinates of the beam midlines of each beam body may be replaced by the position coordinates of any point on the beam midlines, for example, the position coordinates of the midpoints of the beam midlines of each beam body are taken as the position coordinates of the beam midlines. In particular, the positioning schematic can be obtained through a data interface between the first building design software and the second building design software. For example, if the first building design software is the building engineering software and the second building design software is the Revit Structure 2012 software, the positioning diagram is obtained through the YJK-REVIT conversion interface. It will be appreciated that different data interfaces may be selected for transmission of the positioning schematic according to the first architectural design software or the second architectural design software, and are not particularly limited herein.
S32: and performing reinforcement operation on the beam body in the second building model according to Liang Peijin parameters by using the positioning sketch to generate a Liang Peijin diagram.
Optionally, referring to fig. 3, fig. 3 is a flowchart illustrating an embodiment of step S32 in fig. 2, and as shown in fig. 3, step S32 includes the following steps:
s321: and performing position adjustment on the positioning sketch based on the position coordinates of the beam center lines in the positioning sketch, so that the position coordinates of each beam center line are aligned with the same position coordinates in the second building model.
When the positioning sketch is imported into the second building design software, first the same position coordinates as the position coordinates of the center line of each beam are determined in the second building model, and then the position coordinates of the center line of each beam are aligned with the same position coordinates as the position coordinates in the second building model, by which means the position of the positioning sketch in the second building model can be determined.
S322: and determining a beam body corresponding to the middle line of each beam in the second building model, and matching the beam reinforcement area corresponding to the beam body with the beam body.
Optionally, referring to fig. 4, fig. 4 is a flowchart illustrating an embodiment of step S322 in fig. 3, and as shown in fig. 4, step S322 includes the following steps:
s3221: and determining the offset information of the beam body corresponding to Liang Zhongxian based on the beam center line.
In this embodiment, since the position coordinates of the beam reinforcement area are relative to the first building model, and the position of the second building model in the second building design software is different from the position of the first building model in the first building design software, if the beam reinforcement area is directly matched with the beam body in the second building model, there may be a problem that the beam reinforcement area is not aligned with the beam body, that is, the position of the beam reinforcement area is far away from the beam body. Therefore, in order to accurately match each set of beam reinforcement areas to its corresponding Liang Tizhong, the present embodiment uses the beam body corresponding to Liang Zhongxian in the second building model, and adjusts the position coordinates of the beam reinforcement areas corresponding to the beam body with respect to the offset information of Liang Zhongxian of the positioning sketch according to the offset information, so that the distance between the placement position of the beam reinforcement areas and the beam body is smaller than a certain preset threshold, and further improves the matching accuracy.
It will be appreciated that the second building design software is capable of automatically identifying and locating each beam midline in the schematic, the beam body corresponding to that beam midline in the second building model. Optionally, taking the position coordinate of the midpoint of Liang Zhongxian of the beam body corresponding to the beam center line as the position coordinate of the beam body, the offset information of the beam body corresponding to Liang Zhongxian based on the beam center line can be calculated by using the position coordinate of the midpoint of Liang Zhongxian and the position coordinate of the midpoint of Liang Zhongxian of the beam body corresponding to the beam center line.
S3222: and adjusting the position coordinates of the beam reinforcement area corresponding to the beam body according to the offset information to obtain the adjusted position coordinates.
In popular terms, how the beam corresponding to Liang Zhongxian is offset relative to the beam center line, the position coordinates of the beam reinforcement area corresponding to the beam body are offset. In this embodiment, the position coordinate of the beam reinforcement area at the midpoint of the corresponding beam body Liang Zhongxian in the first building model may be used as the position coordinate of the beam reinforcement area in the first building model.
S3223: and matching the beam reinforcement area corresponding to the beam body with the beam body according to the adjusted position coordinates.
Specifically, the beam reinforcement area corresponding to the beam body is set at the adjusted position coordinates in the second building model.
For example, in the positioning diagram, the midpoint of a beam center line is (1, 2), the position of the midpoint of the beam body Liang Zhongxian corresponding to the beam center line is (2, 5), and if the offset information is represented by an offset vector, the offset vector of the beam body corresponding to Liang Zhongxian based on the beam center line is (1, 3). Accordingly, the position coordinates of the beam reinforcement area in the first building model are moved (1, 3), and in this embodiment, if the position coordinates of the beam reinforcement area at the midpoint of the corresponding Liang Tiliang center line in the first building model are used as the position coordinates of the beam reinforcement area in the first building model, the position coordinates of the beam reinforcement area in the first building model are also (1, 2), and the position coordinates are moved (1, 3), and the position coordinates of the adjusted beam reinforcement area are (2, 5). In this case, the beam reinforcement area corresponding to the beam body is set at coordinates (2, 5).
In this embodiment, the positioning diagram is utilized, and according to Liang Peijin parameters, the beam body in the second building model is subjected to reinforcement operation to generate Liang Peijin diagram, specifically, by determining the beam body in the second building model corresponding to Liang Zhongxian, based on the deviation information of Liang Zhongxian in the positioning diagram, the position coordinates of the beam reinforcement area corresponding to the beam body are correspondingly deviated, and then according to the position coordinates of the deviated beam reinforcement area, the beam reinforcement area is matched with the beam body corresponding to the beam reinforcement area, so that the distance between the beam reinforcement area of the beam body and the beam body is ensured to be smaller than a certain preset threshold, and the matching precision is further improved.
Optionally, referring to fig. 1 and fig. 5 simultaneously, fig. 5 is a schematic flow chart of a second embodiment of the method for automatically generating Liang Peijin a chart provided in the present application. After the Liang Peijin diagrams are generated, the embodiment can also automatically call the mark family in the second building design software to perform reinforcing steel bar marking on the beam body in the Liang Peijin diagrams. Specifically, as shown in fig. 5, after step S30, the following steps may be further performed:
S40: and determining the reinforcing steel bar parameters of each beam body based on Liang Peijin parameters.
In this step, the reinforcing steel bar parameters of the beam body may include any combination of reinforcing steel bar grade, reinforcing steel bar diameter, reinforcing steel bar length, reinforcing steel bar number, reinforcing steel bar arrangement number of layers, reinforcing steel bar spacing, reinforcing steel bar overlap joint mode, reinforcing steel bar overlap joint rate, reinforcing steel bar bending radius, and reinforcing steel bar hook length.
S50: each beam of the Liang Peijin diagram is labeled with a label family based on the rebar parameters.
In this embodiment, the beam body is marked by using a flat method writing method, the flat writing method includes centralized marking and in-situ marking, the centralized marking of the general numerical value of the expression beam, the in-situ marking of the special numerical value of the expression beam, and when a certain numerical value in the centralized marking is not applicable to a certain part of the beam, the numerical value is in-situ marked.
Specifically, a marking group of the beam body is firstly set, the marking group comprises reinforcing steel bar parameters of the beam body which passes through, and then the marking group is automatically placed in a Liang Peijin diagram.
Optionally, the setting of the concentrated marking positions can consider a basic drawing avoiding rule, the in-situ marking positions can be determined according to the concentrated marking positions, and finally, the beam reinforcement diagram meeting the drawing standard is generated. By the method, the problem that the drawing surfaces are disordered and the labels are mutually blocked can be effectively avoided in the finally generated beam reinforcement drawing.
In the embodiment, the map of Liang Peijin is marked by using a mark family and is linked with the parameters of the steel bar, so that the modification is convenient.
In summary, the method for automatically generating Liang Peijin map provided in this embodiment obtains the first building model, calculates Liang Peijin parameters of the first building model, constructs the second building model according to the first building model, and performs reinforcement operation on the beam body in the second building model according to Liang Peijin parameters, so as to implement automatic operation in each step of generating Liang Peijin map, so that the method for automatically generating Liang Peijin map provided in this embodiment has advantages of fast map making speed and small workload.
Referring to fig. 6, fig. 6 is a flowchart of a third embodiment of a method for automatically generating Liang Peijin a diagram according to the present application, as shown in fig. 6, the method for automatically generating Liang Peijin a diagram includes the following steps:
S101: and building a first building model according to a pre-built building scheme.
S102: and calculating the first building model to obtain Liang Peijin parameters.
Optionally, the first building design software constructs a first building model based on a pre-constructed building scheme, and calculates the first building model to obtain Liang Peijin parameters. The first architectural design software is architectural structure calculation software, for example, may be one of a profit and construction software or PKPM software, and specifically, the first embodiment of the method for automatically generating Liang Peijin chart provided by the present application may be referred to, which is not described herein in detail.
S103: and deriving the parameters of the first building model and Liang Peijin to construct a second building model by using the first building model, and performing reinforcement operation on the beam body in the second building model according to the parameters of Liang Peijin to generate a Liang Peijin chart.
Optionally, the second building design software builds a second building model by using the first building model, performs a reinforcement operation on the beam body in the second building model according to Liang Peijin parameters to generate a Liang Peijin diagram, and may be building structure modeling software, for example, a Revit software, a Bentley software, a ArchiCAD software, a CATIA software, and the like.
In summary, the method for automatically generating Liang Peijin map provided in this embodiment establishes a first building model according to a pre-established building scheme, calculates the first building model to obtain Liang Peijin parameters, derives the first building model and Liang Peijin parameters, so as to construct a second building model by using the first building model, and performs reinforcement operation on a beam body in the second building model according to Liang Peijin parameters to generate Liang Peijin map, and each step realizes automatic operation, so that the method for automatically generating Liang Peijin map provided in this embodiment has the advantages of fast map making speed and small workload.
Referring to fig. 7, fig. 7 is a flowchart of a fourth embodiment of a method for automatically generating Liang Peijin a diagram provided in the present application, as shown in fig. 7, the method for automatically generating Liang Peijin a diagram includes the steps of:
s201: and building a first building model according to a pre-built building scheme.
S202: and calculating the first building model to obtain Liang Peijin parameters.
S203: from the first building model, a positioning schematic is generated.
S204: and (3) deriving the first building model, liang Peijin parameters and the positioning sketch to construct a second building model by using the first building model, and performing reinforcement operation on the beam body in the second building model according to the positioning sketch and the Liang Peijin parameters to generate a Liang Peijin diagram.
Wherein the positioning diagram includes beam midlines of the beams in the first building model and position coordinates of each beam midline.
In summary, the method for automatically generating Liang Peijin graphs provided by the embodiment can automatically generate Liang Peijin graphs, and is fast in speed and small in workload. Further, by generating a positioning diagram and deriving the positioning diagram to perform a reinforcement operation on the beam body in the second building model using the positioning diagram and Liang Peijin parameters to generate a Liang Peijin diagram, the matching accuracy of the beam body and Liang Peijin parameters corresponding to the beam body can be improved.
Referring to fig. 8, fig. 8 is a schematic structural view of a first embodiment of a beam reinforcement processing apparatus according to the present application. As shown in fig. 8, the beam reinforcement map processing device 100 may include a memory 110 and a processor 120. Wherein the memory 110 is configured to store program data, and the processor 120 is configured to execute the program data to implement the steps of the method for automatically generating Liang Peijin diagrams according to the first embodiment or the second embodiment of the present application. For example, the processor 120 is configured to implement the steps of:
and obtaining a first building model and Liang Peijin parameters obtained by calculating the first building model. And constructing a second building model according to the first building model. And according to Liang Peijin parameters, performing reinforcement operation on the beam body in the second building model to generate a Liang Peijin diagram. Processor 120 may be a central processing unit CPU, or an Application-specific integrated Circuit ASIC (Application SPECIFIC INTEGRATED Circuit), or one or more integrated circuits configured to implement embodiments of the present application.
The memory 110 is used for executable instructions. Memory 110 may comprise high-speed RAM memory or may comprise non-volatile memory, such as at least one disk memory. Memory 110 may also be a memory array. The memory 110 may also be partitioned and the blocks may be combined into virtual volumes according to certain rules. The instructions stored by the memory 110 are executable by the processor 120 to enable the processor 120 to perform the method of automatically generating Liang Peijin diagrams in the first embodiment described above.
Referring to fig. 9, fig. 9 is a schematic structural diagram of a first embodiment of a computer readable storage medium according to the present application. As shown in fig. 9, the computer readable storage medium 200 stores program data 201, and the program data 201, when executed by a processor, implements the steps of the method for automatically generating Liang Peijin a provided in the first embodiment or the second embodiment of the present application. For example, the program data 201, when executed by a processor, performs the steps of:
And obtaining a first building model and Liang Peijin parameters obtained by calculating the first building model. And constructing a second building model according to the first building model. And according to Liang Peijin parameters, performing reinforcement operation on the beam body in the second building model to generate a Liang Peijin diagram.
The computer-readable storage medium 200 can be any available medium or data storage device that can be accessed by a computer including, but not limited to, magnetic storage (e.g., floppy disk, hard disk, magnetic tape, magneto-optical disk (MO), etc.), optical storage (e.g., CD, DVD, BD, HVD, etc.), and semiconductor storage (e.g., ROM, EPROM, EEPROM, nonvolatile memory 110 (NANDFLASH), solid State Disk (SSD)), etc.
Referring to fig. 10, fig. 10 is a schematic structural view of a second embodiment of a beam reinforcement processing apparatus according to the present application. As shown in fig. 10, the beam reinforcement map processing device 300 may include a memory 310 and a processor 320. Wherein the memory 310 is configured to store program data, and the processor 320 is configured to execute the program data to implement the steps of the method for automatically generating Liang Peijin a graph according to the third embodiment or the fourth embodiment of the present application. For example, the processor 320 is configured to implement the steps of:
and building a first building model according to a pre-built building scheme. And calculating the first building model to obtain Liang Peijin parameters. And deriving the parameters of the first building model and Liang Peijin to construct a second building model by using the first building model, and performing reinforcement operation on the beam body in the second building model according to the parameters of Liang Peijin to generate a Liang Peijin chart.
Processor 320 may be a central processing unit CPU, or an Application-specific integrated Circuit ASIC (Application SPECIFIC INTEGRATED Circuit), or one or more integrated circuits configured to implement embodiments of the present application.
Memory 310 is used for executable instructions. Memory 310 may comprise high-speed RAM memory or may comprise non-volatile memory (non-volatile memory), such as at least one disk memory. Memory 310 may also be a memory array. Memory 310 may also be partitioned and the blocks may be combined into virtual volumes according to certain rules. The instructions stored in the memory 310 may be executable by the processor 320 to enable the processor 320 to perform the method of automatically generating Liang Peijin diagrams in the first embodiment described above.
Referring to fig. 11, fig. 11 is a schematic structural diagram of a second embodiment of a computer readable storage medium according to the present application. As shown in fig. 11, the computer readable storage medium 400 stores program data 401, and the program data 401 when executed by a processor implements the steps of the method for automatically generating Liang Peijin a provided in the third embodiment or the fourth embodiment of the present application. For example, the program data 401, when executed by a processor, implements the steps of:
and building a first building model according to a pre-built building scheme. And calculating the first building model to obtain Liang Peijin parameters. And deriving the parameters of the first building model and Liang Peijin to construct a second building model by using the first building model, and performing reinforcement operation on the beam body in the second building model according to the parameters of Liang Peijin to generate a Liang Peijin chart.
Computer-readable storage media 400 can be any available media or data storage device that can be accessed by a computer including, but not limited to, magnetic storage (e.g., floppy disk, hard disk, magnetic tape, magneto-optical disk (MO), etc.), optical storage (e.g., CD, DVD, BD, HVD, etc.), and semiconductor storage (e.g., ROM, EPROM, EEPROM, nonvolatile memory 110 (NANDFLASH), solid State Disk (SSD)), etc.
In summary, the method for automatically generating Liang Peijin map provided by the embodiment obtains the first building model, calculates Liang Peijin parameters of the first building model, constructs the second building model according to the first building model, and performs reinforcement operation on the beam body in the second building model according to Liang Peijin parameters to realize automatic operation in each step of generating Liang Peijin map, so the method for automatically generating Liang Peijin map provided by the application has the advantages of fast map making speed and small workload.
In the several embodiments provided in the present application, it should be understood that the disclosed method and apparatus may be implemented in other manners. For example, the above-described device embodiments are merely illustrative, e.g., the division of the above modules or units is merely a logical functional division, and there may be additional divisions when actually implemented, e.g., multiple units or components may be combined or integrated into another system, or some features may be omitted, or not performed.
The units described above as separate components may or may not be physically separate, and components shown as units may or may not be physical units, may be located in one place, or may be distributed over a plurality of network units. Some or all of the units may be selected according to actual needs to achieve the purpose of the embodiment.
In addition, each functional unit in each embodiment of the present application may be integrated in one processing unit, each unit may exist alone physically, or two or more units may be integrated in one unit. The integrated units may be implemented in hardware or in software functional units.
The integrated units of the other embodiments described above may be stored in a computer readable storage medium if implemented in the form of software functional units and sold or used as stand alone products. Based on such understanding, the technical solution of the present application may be embodied in essence or a part contributing to the prior art or all or part of the technical solution in the form of a software product stored in a storage medium, including several instructions for causing a computer device (which may be a personal computer, a server, or a network device, etc.) or a processor (processor) to execute all or part of the steps of the methods of the embodiments of the present application. And the aforementioned storage medium includes: a usb disk, a removable hard disk, a read-only memory (ROM), a random access memory (RAM, random Access Memory), a magnetic disk, or an optical disk, or other various media capable of storing program codes.
The foregoing is only the embodiments of the present application, and therefore, the patent scope of the application is not limited thereto, and all equivalent structures or equivalent processes using the descriptions of the present application and the accompanying drawings, or direct or indirect application in other related technical fields, are included in the scope of the application.
Claims (11)
1. A method of automatically generating Liang Peijin drawings, the method comprising:
acquiring a first building model and Liang Peijin parameters obtained by calculating the first building model, wherein the Liang Peijin parameters comprise at least one group of beam reinforcement areas and position coordinates of the beam reinforcement areas in the first building model;
Constructing a second building model according to the first building model;
performing reinforcement operation on the beam body in the second building model according to the Liang Peijin parameters to generate the Liang Peijin diagram;
Wherein the performing reinforcement operation on the beam body in the second building model according to the Liang Peijin parameters to generate the Liang Peijin diagram includes:
obtaining a positioning diagram, wherein the positioning diagram comprises a beam center line of a beam body in the first building model and a position coordinate of each Liang Zhongxian;
performing reinforcement operation on the beam body in the second building model according to the Liang Peijin parameters by using the positioning sketch to generate the Liang Peijin diagram;
wherein the performing reinforcement operation on the beam body in the second building model according to the Liang Peijin parameters by using the positioning sketch to generate the Liang Peijin diagram includes:
Performing a position adjustment on the positioning schematic based on the position coordinates of Liang Zhongxian in the positioning schematic such that the position coordinates of each of the Liang Zhongxian are aligned with the same position coordinates in the second building model;
And determining a beam body corresponding to each Liang Zhongxian in the second building model, and matching the beam reinforcement area corresponding to the beam body.
2. The method of claim 1, wherein determining a beam body corresponding to each of the Liang Zhongxian at the second building model and matching a beam reinforcement area corresponding to the beam body comprises:
determining Liang Tiji offset information corresponding to Liang Zhongxian to Liang Zhongxian;
according to the offset information, adjusting the position coordinates of the beam reinforcement areas corresponding to the beam body to obtain adjusted position coordinates;
and matching the beam reinforcement area corresponding to the beam body with the beam body according to the adjusted position coordinates.
3. The method of claim 2, wherein the step of determining the position of the substrate comprises,
Taking the position coordinate of the middle point of the beam center line of each beam body as the position coordinate of Liang Zhongxian;
And taking the position coordinate of the beam reinforcement area at the midpoint Liang Zhongxian of the corresponding beam body in the first building model as the position coordinate of the beam reinforcement area in the first building model.
4. The method of claim 1, wherein the step of determining the position of the substrate comprises,
The obtaining the first building model, and Liang Peijin parameters obtained by calculating the first building model, includes:
Acquiring a first building model constructed by first building design software based on a building scheme, and Liang Peijin parameters obtained by calculating the first building model;
said constructing a second building model from said first building model comprises:
constructing a second building model from the first building model using second building design software;
the reinforcement operation is performed on the beam body in the second building model according to the Liang Peijin parameters, so as to generate the Liang Peijin diagram, including:
And performing reinforcement operation on the beam body in the second building model by using the second building design software according to the Liang Peijin parameters so as to generate the Liang Peijin diagram.
5. The method of claim 4, wherein the step of determining the position of the first electrode is performed,
The first building design software is building structure calculation software, and the second building design software is building structure modeling software.
6. The method according to claim 1, wherein after the reinforcement of the beam body in the second building model according to the Liang Peijin parameters to generate the Liang Peijin map, the method includes:
determining the reinforcement parameters of each beam body based on the Liang Peijin parameters;
And marking each beam body of the Liang Peijin drawing by using a marking group based on the reinforcing steel bar parameters.
7. A method of automatically generating Liang Peijin drawings, the method comprising:
Establishing a first building model according to a pre-constructed building scheme;
Generating a positioning sketch according to the first building model, wherein the positioning sketch comprises a beam center line of a beam body in the first building model and a position coordinate of each Liang Zhongxian;
Calculating the first building model to obtain Liang Peijin parameters;
Deriving the first building model, the positioning sketch and the Liang Peijin parameters to construct a second building model by using the first building model, and performing reinforcement operation on a beam body in the second building model according to the positioning sketch and the Liang Peijin parameters to generate the Liang Peijin map;
the constructing a second building model by using the first building model, and performing reinforcement operation on the beam body in the second building model according to the positioning sketch and the Liang Peijin parameters, where generating the Liang Peijin diagram includes:
performing a position adjustment on the positioning schematic based on the position coordinates of Liang Zhongxian in the positioning schematic such that the position coordinates of each of the Liang Zhongxian are aligned with the same position coordinates in the second building model; and determining a beam body corresponding to each Liang Zhongxian in the second building model, and matching the beam reinforcement area corresponding to the beam body so as to perform reinforcement operation on the beam body in the second building model, thereby generating the Liang Peijin diagram.
8. A beam reinforcement map processing device, characterized in that it comprises a processor and a memory for storing program data, the processor being adapted to execute the program data for implementing the method according to any one of claims 1-6.
9. A beam reinforcement map processing device, characterized in that it comprises a processor and a memory for storing program data, the processor being adapted to execute the program data for implementing the method according to claim 7.
10. A computer readable storage medium, characterized in that the computer readable storage medium has stored therein program data, which when executed by a processor, is adapted to carry out the method according to any one of claims 1-6.
11. A computer readable storage medium, characterized in that the computer readable storage medium has stored therein program data, which when executed by a processor, is adapted to carry out the method of claim 7.
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| CN114169102B (en) * | 2021-12-09 | 2023-09-19 | 中国建筑第二工程局有限公司 | Method, device, equipment and storage medium for configuring reinforced bar bill |
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