CN112948914A - Method for automatically generating beam reinforcement map, processing device and storage medium - Google Patents
Method for automatically generating beam reinforcement map, processing device and storage medium Download PDFInfo
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Abstract
The application discloses a method for automatically generating a beam reinforcement map, a processing device and a computer readable storage medium, wherein the method for automatically generating the beam reinforcement map comprises the following steps: and acquiring a first building model, and calculating the first building model to obtain beam reinforcement parameters. And constructing a second building model according to the first building model. And carrying out reinforcement operation on the beam body in the second building model according to the beam reinforcement parameters so as to generate a beam reinforcement map. According to the method for automatically generating the beam reinforcement diagram, the first building model is obtained, the beam reinforcement parameters obtained by calculating the first building model are calculated, the second building model is built according to the first building model, reinforcement operation is carried out on the beam body in the second building model according to the beam reinforcement parameters, and automatic operation is achieved in each step of generating the beam reinforcement diagram.
Description
Technical Field
The present application relates to the field of building technologies, and in particular, to a method for automatically generating a beam reinforcement diagram, a processing apparatus for a beam reinforcement diagram, and a computer-readable storage medium.
Background
The BIM Building Information model (Building Information Modeling) is based on various relevant Information data of a construction project and used for Building a Building model. The method has five characteristics of visualization, coordination, simulation, optimization and graphing. The integrated management system enables design, construction and management to work under one platform, is an integrated management environment of the construction engineering, and can obviously improve the efficiency and greatly reduce risks in the whole process of the construction engineering. Because various problems which can appear in the real construction stage in the later stage can be found in the early design stage to be processed in advance, a firm foundation is laid for later activities. Can be used as actual guidance of construction and feasibility guidance during later construction to provide reasonable construction schemes and personnel and reasonable allocation of material use, thereby realizing reasonable application of resources in the maximum range.
Disclosure of Invention
The technical problem mainly solved by the application is a method for automatically generating a beam reinforcement map, a processing device of the beam reinforcement map and a computer readable storage medium.
In order to solve the technical problem, a technical scheme adopted by the application is to provide a method for automatically generating a beam reinforcement map, and the method comprises the following steps: and acquiring a first building model, and calculating the first building model to obtain beam reinforcement parameters. And constructing a second building model according to the first building model. And carrying out reinforcement operation on the beam body in the second building model according to the beam reinforcement parameters so as to generate a beam reinforcement map.
Further, according to the beam reinforcement parameters, performing reinforcement operation on the beam body in the second building model to generate a beam reinforcement map comprises obtaining a positioning diagram, wherein the positioning diagram comprises the beam center line of the beam body in the first building model and the position coordinate of each beam center line. And performing reinforcement operation on the beam body in the second building model by using the positioning diagram and according to the beam reinforcement parameters to generate a beam reinforcement diagram.
Further, the beam reinforcement parameters include at least one group of beam reinforcement areas and position coordinates of the beam reinforcement areas in the first building model. And performing reinforcement operation on the beam body in the second building model by using the positioning diagram and according to the beam reinforcement parameters to generate a beam reinforcement diagram, wherein the beam reinforcement diagram comprises: and adjusting the position of the positioning diagram based on the position coordinates of the beam center line in the positioning diagram, 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 central line of each beam in the second building model, and matching the area of the beam reinforcing bars corresponding to the beam bodies.
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 the beam center line 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 area of the beam reinforcing bar corresponding to the beam body according to the adjusted position coordinate.
Further, the position coordinates of the middle point of the beam center line of each beam body are taken as the position coordinates of the beam center line. And taking the position coordinates of the beam reinforcement area at the middle point of the beam center line of the corresponding beam body in the first building model as the position coordinates of the beam reinforcement area in the first building model.
Further, acquiring a first building model, and calculating beam reinforcement parameters obtained by the first building model, including: and acquiring a first building model constructed by the first building design software based on the building scheme, and calculating the first building model to obtain beam reinforcement parameters. 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. According to the beam reinforcement parameters, carrying out reinforcement operation on the beam body in the second building model to generate a beam reinforcement map, comprising: and performing reinforcement operation on the beam body in the second building model by using second building design software according to the beam reinforcement parameters to generate a beam reinforcement map.
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 reinforcement operation on the beam body in the second building model according to the beam reinforcement parameters to generate a beam reinforcement map, the method includes: and determining the steel bar parameters of each beam body based on the beam reinforcement parameters. And based on the steel bar parameters, marking each beam body of the beam reinforcement map by using a mark family.
In order to solve the above technical problem, another technical solution adopted by the present application is: a method for automatically generating a beam reinforcement map is provided, which comprises the following steps: and establishing a first building model according to a pre-constructed building scheme. And calculating the first building model to obtain beam reinforcement parameters. And exporting the parameters of the first building model and the beam reinforcement, constructing a second building model by using the first building model, and carrying out reinforcement operation on the beam body in the second building model according to the parameters of the beam reinforcement to generate a beam reinforcement map.
Further, the method further comprises: and generating a positioning diagram according to the first building model. And exporting the positioning diagram to perform reinforcement operation on the beam body in the second building model by using the positioning diagram and the beam reinforcement parameters to generate a beam reinforcement diagram. The positioning diagram comprises beam center lines of the beam bodies in the first building model and position coordinates of each beam center line.
In order to solve the above technical problem, another technical solution adopted by the present application is: provided is a processing device of a beam reinforcement diagram, comprising: the processor is used for executing the program data to realize the method for automatically generating the beam reinforcement map.
In order to solve the above technical problem, another technical solution adopted by the present application is: there is provided a computer readable storage medium having stored therein program data, which when executed by a processor, is adapted to implement the above-mentioned method of automatically generating a beam reinforcement map.
The beneficial effect of this application is: different from the prior art, the method for automatically generating the beam reinforcement map has the advantages that the first building model is obtained, the beam reinforcement parameters obtained by calculating the first building model are calculated, the second building model is built according to the first building model, and the beam body in the second building model is subjected to reinforcement operation according to the beam reinforcement parameters, so that the automatic operation is realized in each step of generating the beam reinforcement map.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts. Wherein:
fig. 1 is a schematic flow chart of an embodiment of a labeling method for a beam reinforcement diagram provided in the present application.
FIG. 2 is a schematic flow chart illustrating an embodiment of step S30 in FIG. 1;
FIG. 3 is a schematic flow chart of one embodiment of step S32 in FIG. 2;
FIG. 4 is a schematic flow chart of one embodiment of step S322 in FIG. 3;
FIG. 5 is a schematic flow chart diagram illustrating a second embodiment of a method for automatically generating a beam reinforcement map provided herein;
FIG. 6 is a schematic flow chart diagram illustrating a third embodiment of a method for automatically generating a beam reinforcement map provided by the present application;
FIG. 7 is a schematic flow chart diagram illustrating a fourth embodiment of a method for automatically generating a beam reinforcement map provided by the present application;
FIG. 8 is a schematic structural view of a first embodiment of a handling device for a beam reinforcement diagram provided herein;
FIG. 9 is a schematic structural diagram of a first embodiment of a computer-readable storage medium provided herein;
FIG. 10 is a schematic structural view of a second embodiment of a beam reinforcement pattern processing apparatus provided herein;
fig. 11 is a schematic structural diagram of a second embodiment of a computer-readable storage medium provided in the present application.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. It is to be understood that the specific embodiments described herein are merely illustrative of the application and are not limiting of the application. It should be further noted that, for the convenience of description, only some of the structures related to the present application are shown in the drawings, not all of the structures. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
Reference herein to "an embodiment" means that a particular feature, structure, or characteristic described in connection with the embodiment can be included in at least one embodiment of the application. The appearances of the phrase 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. It is explicitly and implicitly understood by one skilled in the art that the embodiments described herein can be combined with other embodiments.
The method for automatically generating the beam reinforcement diagram provided by the embodiment is suitable for various building Structure modeling software, such as Revit Structure software, Bentley software, ArchiCAD software, CATIA software and the like of the Revit software. The reinforcing bar diagram refers to the drawing of the quantity, specification and distribution of various reinforcing bars of the reinforced concrete member. The beam reinforcing diagram comprises an elevation view, a section view and a reinforcing steel bar detailed view. The elevation and the section are mutually contrasted, the arrangement condition of the reinforcing steel bars of the whole component can be seen, and the detailed drawing of the reinforcing steel bars shows the shape and the size of a single reinforcing steel bar.
Referring to fig. 1, fig. 1 is a schematic flow chart of a first embodiment of a method for automatically generating a beam reinforcement diagram provided by the present application. As shown in fig. 1, the method for automatically generating a beam reinforcement map provided by the present application includes the following steps:
s10: and acquiring a first building model, and calculating the first building model to obtain beam reinforcement parameters.
Optionally, in this embodiment, the first building design software constructs a first building model based on the building plan, and calculates the first building model to obtain the beam reinforcement parameter. The first building design software is building structure calculation software, and may be one of architecture building department software or PKPM software, for example.
The enchanting department software is calculation software commonly used for building structure design, according to a conventional design flow, a designer can establish a three-dimensional building structure model in the enchanting department software according to a preliminarily designed building drawing and perform structure calculation, and reinforcement is performed according to a calculation result. The PKPM software is a piece of building design software, the most important function of the PKPM software is to carry out building structure design, such as a reinforced concrete structure, a masonry structure, a steel structure and the like, the PKPM software can carry out integral calculation analysis on the structure and generate a construction drawing with a certain depth, and the PKPM software is one of the most widely used structural design software at present.
In fact, the first building model is an analysis model of a building structure built by the first building design software according to a building drawing of a building scheme designed by a construction designer in advance. The structure selection comprises a shear wall structure, a frame structure and the like. And (4) providing a structural design scheme according to building information, earthquake grades and the like, and selecting a structural form to realize structural model selection. Building structure analysis models are built in building design software such as the encyclopedia software, and the design of beams, plates, columns and walls is carried out according to structural design specifications and earthquake-resistant design specifications.
Specifically, structural calculation is performed on the first building model, and the acquired beam reinforcement parameters include the beam reinforcement area corresponding to each beam body in the first building model.
Optionally, in consideration of the cheapness of acquiring the beam reinforcement parameters in subsequent operations, a structure calculation parameter file is established, the structure calculation parameter file comprises the beam reinforcement parameters, and the file format of the structure calculation parameter file can be converted into a sim format, wherein the sim format is the data exchange standard (similar to the international standard ifc) of the enterprise-level building structure of the institute of southwest institute of china.
In one embodiment, the first building design software is a build science software, the calculation result of the first building model built by the build science software is stored in a database (YDB file) under the model path, and the program finds the database under the path by selecting the build science model and reads the beam reinforcement parameters in the database.
S20: and constructing a second building model according to the first building model.
Because the map-making precision of the building structure calculation software such as encyclopedia software or PKPM software is low and the effect is poor, and the map-making precision of the building structure modeling software such as revit software is high and the map-making effect is good, the scheme of the embodiment utilizes the first building model established by the building structure calculation software to establish the second building model in the building structure modeling software.
In one embodiment, the first building design software is a building science software, and the second building design software is a Revit Structure 2012 software. In this embodiment, the data interface between the Revit Structure 2012 software and the build sharing software is developed under an Autodesk Revit platform, and is called in a plug-in form 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 the 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 carrying out reinforcement operation on the beam body in the second building model according to the beam reinforcement parameters so as to generate a beam reinforcement map.
Alternatively, referring to fig. 2, fig. 2 is a schematic flowchart 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, the second building model is created in the second building design software, and the beam reinforcement parameters of the first building design software are imported into the second building design software, so that the positions of the beam reinforcement parameters cannot be consistent, the present solution overcomes the above existing problems by obtaining the positioning diagram generated by the first building design software for positioning.
As shown in fig. 2, in the present embodiment, step S30 includes the following steps:
s31: and acquiring a positioning diagram. The positioning diagram comprises beam center lines of the beam bodies in the first building model and position coordinates of each beam center line.
Alternatively, in this embodiment, the positioning diagram may be generated by the first building design software according to the first building model, the positioning diagram draws beam center lines of all the beams in the first building model, and the position coordinate of the center line of each beam may be replaced by the position coordinate of any point on the beam center line, for example, the position coordinate of the center point of the beam center line of each beam is taken as the position coordinate of the beam center line. Specifically, the alignment chart may 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 a constructionics software and the second building design software is a Revit Structure 2012 software, the positioning diagram is obtained through the YJK-Revit conversion interface. It is to be understood that different data interfaces may be selected for transmission of the positioning diagram according to different first building design software or second building design software, and are not limited in particular.
S32: and performing reinforcement operation on the beam body in the second building model by using the positioning diagram and according to the beam reinforcement parameters to generate a beam reinforcement diagram.
Optionally, referring to fig. 3, fig. 3 is a schematic flowchart of an embodiment of step S32 in fig. 2, and as shown in fig. 3, step S32 includes the following steps:
s321: and adjusting the position of the positioning diagram based on the position coordinates of the beam center line in the positioning diagram, 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 second building design software, firstly, the position coordinates which are the same 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 position coordinates which are the same as the position coordinates in the second building model, so that the position of the positioning sketch in the second building model can be determined.
S322: and determining a beam body corresponding to the central line of each beam in the second building model, and matching the area of the beam reinforcing bars corresponding to the beam bodies.
Optionally, referring to fig. 4, fig. 4 is a schematic flowchart of 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 the beam center line 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 to the beam body in the second building model, there may be a problem that the beam reinforcement area is not aligned to the beam body, that is, the placement position of the beam reinforcement area is far away from the beam body. Therefore, in order to accurately match the area of each group of beam reinforcements to the corresponding beam body, the embodiment utilizes the beam body corresponding to the beam center line in the second building model, and adjusts the position coordinates of the beam reinforcement area corresponding to the beam body according to the offset information relative to the offset information of the beam center line of the positioning diagram, so that the distance between the placing position of the beam reinforcement area and the beam body is smaller than a certain preset threshold value, and the matching precision is further improved.
It will be appreciated that the second building design software is able to automatically identify and locate each beam centerline in the schematic, the beam body corresponding to that beam centerline in the second building model. Optionally, the position coordinate of the beam center line midpoint of the beam body corresponding to the beam center line is taken as the position coordinate of the beam body, and the offset information of the beam body corresponding to the beam center line based on the beam center line can be calculated and obtained through the position coordinate of the beam center line midpoint of the beam body corresponding to the beam center line and the position coordinate of the beam center line midpoint 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 general, how a beam body corresponding to a beam center line deviates from the beam center line, the position coordinate of a beam reinforcement area corresponding to the beam body may deviate. In this embodiment, the position coordinates of the beam reinforcement area at the midpoint of the beam center line of the corresponding beam body in the first building model may be used as the position coordinates of the beam reinforcement area in the first building model.
S3223: and matching the area of the beam reinforcing bar corresponding to the beam body according to the adjusted position coordinate.
Specifically, the beam reinforcement area corresponding to the beam body is set at the position coordinate adjusted in the second building model.
For example, the coordinates of the center point of a beam center line in the positioning diagram are (1,2), the coordinates of the position of the center point of the beam center line of the beam body corresponding to the beam center line are (2,5), and if the offset vector represents the offset information, the offset vector of the beam body corresponding to the beam center line based on the beam center line at this time is (1, 3). Accordingly, the position coordinates of the beam reinforcement area in the first building model are moved (1,3), in this embodiment, if the position coordinates of the beam reinforcement area at the midpoint of the beam body beam center line corresponding to the beam body beam center line in the first building model are taken 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), so that the position coordinates of the beam reinforcement area after adjustment are (2, 5). At this time, the beam reinforcement area corresponding to the beam body may be set at the coordinates (2, 5).
In this embodiment, a positioning diagram is utilized, and a beam body in the second building model is subjected to a reinforcement operation according to a beam reinforcement parameter, so as to generate a beam reinforcement map, specifically, a beam body in the second building model corresponding to a beam center line is determined, based on offset information of the beam center line in the positioning diagram, a position coordinate of a beam reinforcement area corresponding to the beam body is subjected to corresponding offset, and then the beam reinforcement area is matched with the corresponding beam body according to the offset position coordinate of the beam reinforcement area, so that a 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 further matching accuracy is 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 a beam reinforcement diagram provided by the present application. After the beam reinforcement diagram is generated, the embodiment may also automatically invoke a marker family in the second building design software to perform reinforcement labeling on the beam body in the beam reinforcement diagram. Specifically, as shown in fig. 5, after step S30, the following steps may also be performed:
s40: and determining the steel bar parameters of each beam body based on the beam reinforcement parameters.
In this step, the steel bar parameters of the beam body may include any combination of steel bar grade, steel bar diameter, steel bar length, steel bar number, steel bar arrangement layer number, steel bar interval, steel bar overlapping mode, steel bar overlapping rate, steel bar bending radius, and steel bar hook length.
S50: and based on the steel bar parameters, marking each beam body of the beam reinforcement map by using a mark family.
In this embodiment, a beam body is marked by using a flat-method writing mode, the flat writing mode includes centralized marking and in-situ marking, a general numerical value of an expression beam is centrally marked, a special numerical value of the expression beam is in-situ marked, and when a certain numerical value in the centralized marking is not suitable for a certain part of the beam, the numerical value is in-situ marked.
Specifically, a mark family of the beam body is set, the mark family comprises steel bar parameters of the beam body passing through, and then the mark family is automatically placed in a beam reinforcement distribution diagram.
Optionally, the setting of the concentrated labeling positions may consider a basic drawing surface avoidance rule, the positions of the in-situ labeling may be determined according to the concentrated labeling positions, and finally, a beam reinforcement map meeting the map drawing standard is generated. Through the mode, the problems that the drawing surface is disordered and the labels are mutually shielded can be effectively avoided for the finally generated beam reinforcement diagram.
In the embodiment, the mark family is used to link the drawing surface marking of the beam reinforcement map and the reinforcement parameter, so that the modification is convenient.
In summary, the method for automatically generating a beam reinforcement diagram provided in this embodiment obtains the first building model, calculates the beam reinforcement parameters obtained by 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 the beam reinforcement parameters, so as to achieve automatic operation in each step of generating the beam reinforcement diagram.
Referring to fig. 6, fig. 6 is a schematic flow chart of a third embodiment of the method for automatically generating a beam reinforcement map provided by the present application, and as shown in fig. 6, the method for automatically generating a beam reinforcement map includes the following steps:
s101: and establishing a first building model according to a pre-constructed building scheme.
S102: and calculating the first building model to obtain beam reinforcement 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 beam reinforcement parameters. The first building design software is building structure calculation software, for example, may be one of a building construction department software or a PKPM software, and specifically, reference may be made to the first embodiment of the method for automatically generating a beam reinforcement map provided in the present application, which is not described in detail herein.
S103: and exporting the parameters of the first building model and the beam reinforcement, constructing a second building model by using the first building model, and carrying out reinforcement operation on the beam body in the second building model according to the parameters of the beam reinforcement to generate a beam reinforcement map.
Optionally, the second building design software constructs a second building model by using the first building model, performs reinforcement operation on the beam body in the second building model according to the beam reinforcement parameters, and generates a beam reinforcement diagram, and the second building design software may be, for example, building structure modeling software, such as Revit software, Bentley software, ArchiCAD software, CATIA software, and the like.
In summary, the method for automatically generating a beam reinforcement diagram provided in this embodiment establishes a first building model according to a pre-constructed building scheme, calculates the first building model to obtain beam reinforcement parameters, derives the first building model and the beam reinforcement parameters, constructs 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 the beam reinforcement parameters to generate the beam reinforcement diagram, where each step of the generation of the beam reinforcement diagram is automatically performed.
Referring to fig. 7, fig. 7 is a schematic flow chart of a fourth embodiment of the method for automatically generating a beam reinforcement diagram provided by the present application, and as shown in fig. 7, the method for automatically generating a beam reinforcement diagram includes the following steps:
s201: and establishing a first building model according to a pre-constructed building scheme.
S202: and calculating the first building model to obtain beam reinforcement parameters.
S203: and generating a positioning diagram according to the first building model.
S204: and exporting the first building model, the beam reinforcement parameters and the positioning diagram 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 diagram and the beam reinforcement parameters to generate a beam reinforcement diagram.
The positioning diagram comprises beam center lines of the beam bodies in the first building model and position coordinates of each beam center line.
In summary, the method for automatically generating the beam reinforcement diagram provided by the embodiment can automatically generate the beam reinforcement diagram, and is fast in speed and small in workload. And the positioning diagram is generated and derived to carry out reinforcement operation on the beam body in the second building model by utilizing the positioning diagram and the beam reinforcement parameters to generate a beam reinforcement map, so that the matching precision of the beam body and the beam reinforcement parameters corresponding to the beam body can be improved.
Referring to fig. 8, fig. 8 is a schematic structural diagram of a first embodiment of a processing apparatus for a beam reinforcement diagram provided by the present application. As shown in fig. 8, the processing device 100 of the beam reinforcement map may include a memory 110 and a processor 120. The memory 110 is used for storing program data, and the processor 120 is used for executing the program data to implement the steps of the method for automatically generating the beam reinforcement diagram provided in the first embodiment or the second embodiment of the present application. For example, the processor 120 is configured to implement the following steps:
and acquiring a first building model, and calculating the first building model to obtain beam reinforcement parameters. And constructing a second building model according to the first building model. And carrying out reinforcement operation on the beam body in the second building model according to the beam reinforcement parameters so as to generate a beam reinforcement map. The processor 120 may be a central processing unit CPU, or an application Specific Integrated circuit asic, or one or more Integrated circuits configured to implement embodiments of the present application.
The memory 110 is for executable instructions. Memory 110 may comprise high-speed RAM memory, and may also include non-volatile memory (non-volatile memory), such as at least one disk memory. The memory 110 may also be a memory array. The storage 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 may be executable by the processor 120 to enable the processor 120 to perform the method of automatically generating a beam stiffener diagram 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 provided in the present application. As shown in fig. 9, the computer-readable storage medium 200 has stored thereon program data 201, and when executed by a processor, the program data 201 implements the steps of the method for automatically generating a beam reinforcement map provided in the first embodiment or the second embodiment of the present application. For example, program data 201, when executed by a processor, implements the steps of:
and acquiring a first building model, and calculating the first building model to obtain beam reinforcement parameters. And constructing a second building model according to the first building model. And carrying out reinforcement operation on the beam body in the second building model according to the beam reinforcement parameters so as to generate a beam reinforcement map.
The computer-readable storage medium 200 may be any available media or data storage device that can be accessed by a computer, including but not limited to magnetic memory (e.g., floppy disks, hard disks, magnetic tape, magneto-optical disks (MOs), etc.), optical memory (e.g., CDs, DVDs, BDs, HVDs, etc.), and semiconductor memory (e.g., ROMs, EPROMs, EEPROMs, nonvolatile memory 110(NANDFLASH), Solid State Disks (SSDs)), etc.
Referring to fig. 10, fig. 10 is a schematic structural view of a second embodiment of a processing apparatus for a beam reinforcement diagram provided by the present application. As shown in fig. 10, the processing device 300 of the beam reinforcement map may include a memory 310 and a processor 320. 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 a beam reinforcement map according to the third embodiment or the fourth embodiment of the present application. For example, processor 320 is configured to implement the following steps:
and establishing a first building model according to a pre-constructed building scheme. And calculating the first building model to obtain beam reinforcement parameters. And exporting the parameters of the first building model and the beam reinforcement, constructing a second building model by using the first building model, and carrying out reinforcement operation on the beam body in the second building model according to the parameters of the beam reinforcement to generate a beam reinforcement map.
Referring to fig. 11, fig. 11 is a schematic structural diagram of a second embodiment of a computer-readable storage medium provided in the present application. As shown in fig. 11, the computer-readable storage medium 400 has stored thereon program data 401, and when executed by a processor, the program data 401 implements the steps of the method for automatically generating a beam reinforcement map according to the third embodiment or the fourth embodiment of the present application. For example, program data 401, when executed by a processor, performs the steps of:
and establishing a first building model according to a pre-constructed building scheme. And calculating the first building model to obtain beam reinforcement parameters. And exporting the parameters of the first building model and the beam reinforcement, constructing a second building model by using the first building model, and carrying out reinforcement operation on the beam body in the second building model according to the parameters of the beam reinforcement to generate a beam reinforcement map.
The computer-readable storage medium 400 may be any available media or data storage device that can be accessed by a computer, including but not limited to magnetic memory (e.g., floppy disks, hard disks, magnetic tape, magneto-optical disks (MOs), etc.), optical memory (e.g., CDs, DVDs, BDs, HVDs, etc.), and semiconductor memory (e.g., ROMs, EPROMs, EEPROMs, nonvolatile memory 110(NANDFLASH), Solid State Disks (SSDs)), etc.
In summary, the method for automatically generating a beam reinforcement diagram provided in this embodiment includes obtaining a first building model, calculating a beam reinforcement parameter obtained by the first building model, constructing a second building model according to the first building model, and performing reinforcement operation on a beam body in the second building model according to the beam reinforcement parameter, so as to achieve automatic operation in each step of generating the beam reinforcement diagram.
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, and for example, the division of the above modules or units is only one logical functional division, and there may be other divisions when actually implemented, for example, a plurality of units or components may be combined or may be integrated into another system, or some features may be omitted, or not executed.
The units described as separate parts may or may not be physically separate, and parts displayed as units may or may not be physical units, may be located in one place, or may be distributed on a plurality of network units. Some or all of the units can be selected according to actual needs to achieve the purpose of the embodiment.
In addition, functional units in the embodiments of the present application may be integrated into one processing unit, or each unit may exist alone physically, or two or more units may be integrated into one unit. The integrated unit can be realized in a form of hardware, and can also be realized in a form of a software functional unit.
The integrated units in the other embodiments described above may be stored in a computer-readable storage medium if they are implemented in the form of software functional units and sold or used as separate products. Based on such understanding, the technical solution of the present application may be substantially implemented or contributed to by the prior art, or all or part of the technical solution may be embodied in a software product, which is stored in a storage medium and includes instructions for causing a computer device (which may be a personal computer, a server, a network device, or the like) or a processor (processor) to execute all or part of the steps of the method according to the embodiments of the present application. And the aforementioned storage medium includes: a U-disk, a removable hard disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk or an optical disk, and other various media capable of storing program codes.
The above embodiments are merely examples and are not intended to limit the scope of the present disclosure, and all modifications, equivalents, and flow charts using the contents of the specification and drawings of the present disclosure or those directly or indirectly applied to other related technical fields are intended to be included in the scope of the present disclosure.
Claims (14)
1. A method of automatically generating a beam reinforcement map, the method comprising:
acquiring a first building model and calculating beam reinforcement parameters obtained by the first building model;
constructing a second building model according to the first building model;
and carrying out reinforcement operation on the beam body in the second building model according to the beam reinforcement parameters so as to generate the beam reinforcement map.
2. The method of claim 1, wherein the performing a reinforcement operation on the beam body in the second building model according to the beam reinforcement parameter to generate the beam reinforcement map comprises:
acquiring a positioning diagram, wherein the positioning diagram comprises beam center lines of beam bodies in the first building model and position coordinates of each beam center line;
and carrying out reinforcement operation on the beam body in the second building model by utilizing the positioning diagram and according to the beam reinforcement parameters so as to generate the beam reinforcement diagram.
3. The method of claim 2,
the beam reinforcement parameters comprise at least one group of beam reinforcement areas and position coordinates of the beam reinforcement areas in the first building model;
the using the positioning diagram and performing reinforcement operation on the beam body in the second building model according to the beam reinforcement parameters to generate the beam reinforcement map comprises:
based on the position coordinates of the beam center lines in the positioning diagram, performing position adjustment on the positioning diagram to enable the position coordinates of each beam center line to be aligned with the same position coordinates in the second building model;
and determining a beam body corresponding to the central line of each beam in the second building model, and matching the beam reinforcement area corresponding to the beam body.
4. The method of claim 3, wherein said determining at said second building model a beam corresponding to each of said beam centerlines and matching a beam reinforcement area corresponding to said beam comprises:
determining offset information of a beam body corresponding to the beam center line based on the beam center line;
adjusting the position coordinates of the beam reinforcement area corresponding to the beam body according to the offset information to obtain adjusted position coordinates;
and matching the area of the beam reinforcement corresponding to the beam body according to the adjusted position coordinate.
5. The method of claim 4,
taking the position coordinate of the middle point of the beam center line of each beam body as the position coordinate of the beam center line;
and taking the position coordinates of the beam reinforcement area at the middle point of the beam center line of the corresponding beam body in the first building model as the position coordinates of the beam reinforcement area in the first building model.
6. The method of claim 1,
the acquiring of the first building model and the beam reinforcement parameter obtained by calculating the first building model include:
acquiring a first building model constructed by first building design software based on a building scheme, and calculating a beam reinforcement parameter obtained by calculating the first building model;
the building of the second building model according to the first building model comprises:
constructing a second building model according to the first building model by using second building design software;
performing reinforcement operation on the beam body in the second building model according to the beam reinforcement parameters to generate the beam reinforcement map, including:
and performing reinforcement operation on the beam body in the second building model by using the second building design software according to the beam reinforcement parameters to generate the beam reinforcement map.
7. The method of claim 6,
the first building design software is building structure calculation software, and the second building design software is building structure modeling software.
8. The method of claim 1, wherein the performing a reinforcement operation on the beam body in the second building model according to the beam reinforcement parameter to generate the beam reinforcement map comprises:
determining a reinforcing steel bar parameter of each beam body based on the beam reinforcing steel bar parameters;
and marking each beam body of the beam reinforcement map by using a mark family based on the steel bar parameters.
9. A method of automatically generating a beam reinforcement map, the method comprising:
establishing a first building model according to a pre-constructed building scheme;
calculating the first building model to obtain beam reinforcement parameters;
and exporting the first building model and the beam reinforcement 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 beam reinforcement parameters to generate the beam reinforcement map.
10. The method of claim 9, further comprising:
generating a positioning diagram according to the first building model;
deriving the positioning diagram to perform reinforcement operation on the beam body in the second building model by using the positioning diagram and the beam reinforcement parameters to generate a beam reinforcement diagram;
wherein the positioning diagram comprises beam center lines of the beam bodies in the first building model and position coordinates of each beam center line.
11. A processing apparatus of a beam reinforcement map, characterized in that the processing apparatus 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 of claims 1-8.
12. A processing apparatus of a beam reinforcement map, characterized in that the processing apparatus comprises a processor and a memory for storing program data, the processor being adapted to execute the program data to implement the method according to any of claims 9-10.
13. A computer-readable storage medium, in which program data are stored which, when being executed by a processor, are adapted to carry out the method according to any one of claims 1-8.
14. A computer-readable storage medium, in which program data are stored which, when being executed by a processor, are adapted to carry out the method of any one of claims 9-10.
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