CN113656878A - BIM (building information modeling) parametric modeling method and device for steel tube bundle combined shear wall based on Tekla platform - Google Patents
BIM (building information modeling) parametric modeling method and device for steel tube bundle combined shear wall based on Tekla platform Download PDFInfo
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Abstract
The application relates to the technical field of buildings, in particular to a BIM (building information modeling) parameterized modeling method and device for a steel tube bundle combined shear wall based on a Tekla platform. The method comprises the following steps: establishing a steel pipe material library and a steel pipe section library; determining the general section type of the steel tube bundle combined shear wall; selecting steel pipe materials and steel pipe sections required for forming the universal section types from a steel pipe material library and a steel pipe section library according to the universal section types; calling a Tekla platform to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section; establishing a connection node of a steel tube bundle combined shear wall BIM model; and inputting engineering information in the steel tube bundle combined shear wall BIM model after the connection node is established to obtain and output the steel structure BIM model. According to the method and the device, the steel tube bundle combined shear wall BIM based on the Tekla platform is subjected to parametric modeling, so that the BIM modeling parametric degree of the steel tube bundle combined shear wall is high, repeated work is reduced, and the modeling efficiency is greatly improved.
Description
Technical Field
The application relates to the technical field of buildings, in particular to a BIM (building information modeling) parameterized modeling method and device for a steel tube bundle combined shear wall based on a Tekla platform.
Background
In recent years, bim (building Information model), i.e., a building Information model technology, is widely used in the building industry. Through the BIM technology, data in planning, designing, building, operating and other stages are combined with a building three-dimensional model, project planning, collaborative design, collision inspection, construction simulation and the like can be carried out, design change can be reduced, and the building project management level is improved.
The steel tube bundle combined shear wall is a steel and concrete combined shear wall, is formed by connecting U-shaped steel with different cross section forms, and concrete is poured in the steel tube bundle combined shear wall to form a novel combined shear wall with various structural forms, such as a straight line type, a T type, an L type and a Z type. In a word, the steel tube bundle combined shear wall has the characteristics of high standardization degree, various section types and the like.
However, the existing BIM modeling method of the steel tube bundle combined shear wall adopts each steel tube to model one by one and then combine the steel tube bundle combined shear wall component model, and has low modeling parameterization degree, large repeated workload and low efficiency.
Disclosure of Invention
Based on the technical problems, the embodiment of the application provides a BIM (building information modeling) parameterized modeling method, device, plug-in, computer equipment and computer readable storage medium for a steel tube bundle combined shear wall based on a Tekla platform. The following presents a simplified summary in order to provide a basic understanding of some aspects of the disclosed embodiments. This summary is not an extensive overview and is intended to neither identify key/critical elements nor delineate the scope of such embodiments. Its sole purpose is to present some concepts in a simplified form as a prelude to the more detailed description that is presented later.
The invention provides a BIM (building information modeling) parameterized modeling method of a steel tube bundle combined shear wall based on a Tekla platform, which comprises the following steps:
establishing a steel pipe material library and a steel pipe section library;
determining the general section type of the steel tube bundle combined shear wall;
selecting steel pipe materials and steel pipe sections required for forming the general section types from the steel pipe material library and the steel pipe section library according to the general section types;
calling a Tekla platform to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section;
establishing connecting nodes of a BIM model of the steel tube bundle combined shear wall, wherein the connecting nodes comprise nodes for connecting the steel tube bundle combined shear wall with the connecting nodes and nodes for connecting the steel tube bundle combined shear wall with other members;
and inputting engineering information in the steel tube bundle combined shear wall BIM model after the connection node is established to obtain and output the steel structure BIM model.
Specifically, the general cross section type is a shape of Chinese character 'tu'.
Further, a Tekla platform is called to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section, and the method comprises the following steps:
determining the number of steel pipes required by the soil-shaped universal section;
selecting steel pipe objects according to the number of the steel pipes, and setting the steel pipe objects according to the steel pipe materials and the steel pipe sections;
and welding steel pipe objects corresponding to the number of the steel pipes to obtain the steel pipe bundle combined shear wall BIM.
Preferably, determining that the general section type of the steel tube bundle combined shear wall is in a shape of Chinese character 'tu', comprises:
analyzing the section types of the common steel tube bundle combined shear wall, wherein the section types of the common steel tube bundle combined shear wall comprise a straight shape, an L shape, a T shape, a Z shape, a C shape, an I shape and a cross shape;
abstracting the section type of the common steel tube bundle combined shear wall into a soil-shaped wall, and adjusting the length of each side of the soil-shaped wall.
Preferably, the joint at which the steel tube bundle combined shear wall is connected with other members includes a joint at which the steel tube bundle combined shear wall is connected with a steel beam and a joint at which the steel tube bundle combined shear wall is connected with a floor slab.
The BIM parametric modeling method for the steel tube bundle combined shear wall based on the Tekla platform further comprises the following steps: and generating a machining diagram and a bill of materials based on the steel structure BIM model.
The invention provides a BIM (building information modeling) parametric modeling device for a steel tube bundle combined shear wall based on a Tekla platform, which comprises:
the building module is used for building a steel pipe material library and a steel pipe section library;
the determining module is used for determining the general section type of the steel tube bundle combined shear wall;
the element selection module is used for selecting corresponding steel pipe materials and steel pipe sections from the steel pipe material library and the steel pipe section library according to the general section types;
the shear wall generation module is used for calling a Tekla platform to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section;
the node creating module is used for creating connecting nodes of the steel tube bundle combined shear wall BIM model, wherein the connecting nodes comprise nodes for connecting the steel tube bundle combined shear wall with the node and nodes for connecting the steel tube bundle combined shear wall with other members;
and the model output module is used for inputting engineering information in the steel tube bundle combined shear wall BIM model after the connection node is established to obtain and output the steel structure BIM model.
Preferably, the model output module is further configured to generate a processing drawing and a bill of materials based on the steel structure BIM model, so as to meet the requirements of specific application scenarios such as design, manufacture and construction.
The invention provides a steel pipe bundle combined shear wall BIM parameterized modeling plug-in based on a Tekla platform, which executes the step of calling the Tekla platform to generate a steel pipe bundle combined shear wall BIM model based on the steel pipe material and the steel pipe section.
A fourth aspect of the present invention provides a computer readable storage medium having stored thereon a computer program which, when executed by a processor, performs the steps of:
establishing a steel pipe material library and a steel pipe section library;
determining the general section type of the steel tube bundle combined shear wall;
selecting steel pipe materials and steel pipe sections required for forming the general section types from the steel pipe material library and the steel pipe section library according to the general section types;
calling a Tekla platform to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section;
establishing connecting nodes of a BIM model of the steel tube bundle combined shear wall, wherein the connecting nodes comprise nodes for connecting the steel tube bundle combined shear wall with the connecting nodes and nodes for connecting the steel tube bundle combined shear wall with other members;
and inputting engineering information in the steel tube bundle combined shear wall BIM model after the connection node is established to obtain and output the steel structure BIM model.
A fifth aspect of the invention provides a computer program product comprising a computer program which, when executed by a processor, performs the steps of:
establishing a steel pipe material library and a steel pipe section library;
determining the general section type of the steel tube bundle combined shear wall;
selecting steel pipe materials and steel pipe sections required for forming the general section types from the steel pipe material library and the steel pipe section library according to the general section types;
calling a Tekla platform to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section;
establishing connecting nodes of a BIM model of the steel tube bundle combined shear wall, wherein the connecting nodes comprise nodes for connecting the steel tube bundle combined shear wall with the connecting nodes and nodes for connecting the steel tube bundle combined shear wall with other members;
and inputting engineering information in the steel tube bundle combined shear wall BIM model after the connection node is established to obtain and output the steel structure BIM model.
The beneficial effect of this application does: this application calls Tekla platform based on steel pipe material and steel pipe cross-section and generates steel pipe bundle combination shear wall BIM model, establish the connected node of steel pipe bundle combination shear wall BIM model, input engineering information in the steel pipe bundle combination shear wall BIM model after establishing connected node, obtain steel construction BIM model and output, the problem of single part combination building steel pipe bundle combination shear wall inefficiency has been solved, standardization has been realized, the modeling of parameterization degree is high, repetitive work has been reduced, and the steel construction BIM model that has built can satisfy practical applications such as design, manufacturing and construction, engineering cost has been practiced thrift greatly, efficiency has been promoted.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments of the application and together with the description, serve to explain the principles of the application.
The present application may be more clearly understood from the following detailed description with reference to the accompanying drawings, in which:
FIG. 1 illustrates a method flow diagram of an exemplary embodiment of the present application;
FIG. 2 is a schematic diagram illustrating a general cross-sectional type of a composite shear wall for a bundle of steel tubes as determined in an exemplary embodiment of the present application;
FIG. 3 shows a schematic diagram of an apparatus according to an exemplary embodiment of the present application;
FIG. 4 is a schematic diagram illustrating an electronic device according to an exemplary embodiment of the present application;
fig. 5 illustrates a schematic diagram of a storage medium provided by an exemplary embodiment of the present application.
Detailed Description
Hereinafter, embodiments of the present application will be described with reference to the accompanying drawings. It should be understood that the description is intended to be exemplary only, and is not intended to limit the scope of the present application. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present application. It will be apparent to one skilled in the art that the present application may be practiced without one or more of these details. In other instances, well-known features of the art have not been described in order to avoid obscuring the present application.
It should be noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments in accordance with the application. As used herein, the singular is intended to include the plural unless the context clearly dictates otherwise. It will be further understood that the terms "comprises" and/or "comprising," when used in this specification, specify the presence of stated features, integers, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof.
Exemplary embodiments according to the present application will now be described in more detail with reference to the accompanying drawings. These exemplary embodiments may, however, be embodied in many different forms and should not be construed as limited to only the embodiments set forth herein. The figures are not drawn to scale, wherein certain details may be exaggerated and omitted for clarity. The shapes of various regions, layers, and relative sizes and positional relationships therebetween shown in the drawings are merely exemplary, and deviations may occur in practice due to manufacturing tolerances or technical limitations, and a person skilled in the art may additionally design regions/layers having different shapes, sizes, relative positions, as actually required.
Example 1:
in this embodiment, a Tekla platform-based BIM parametric modeling method for a steel tube bundle combined shear wall is implemented, as shown in fig. 1, specifically as follows:
s1, establishing a steel pipe material library and a steel pipe section library;
s2, determining the general section type of the steel tube bundle combined shear wall;
s3, selecting steel pipe materials and steel pipe sections required by the general section types from the steel pipe material library and the steel pipe section library according to the general section types;
s4, calling a Tekla platform to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section;
s5, creating connection nodes of the steel tube bundle combined shear wall BIM model, wherein the connection nodes comprise nodes for connecting the steel tube bundle combined shear wall with the connection nodes and nodes for connecting the steel tube bundle combined shear wall with other members;
and S6, inputting engineering information in the steel tube bundle combined shear wall BIM model after the connection node is created to obtain and output the steel structure BIM model.
Specifically, the general cross-sectional type is a letter of Chinese character 'tu'.
Further, a steel tube bundle combined shear wall BIM model is generated by calling a Tekla platform based on the steel tube material and the steel tube section, and the method comprises the following steps:
determining the number of steel pipes required by the soil-shaped universal section;
selecting steel pipe objects according to the number of the steel pipes, and setting the steel pipe objects according to the steel pipe materials and the sections of the steel pipes;
and welding the steel pipe objects corresponding to the number of the steel pipes to obtain the steel pipe bundle combined shear wall BIM.
Preferably, determining that the general section type of the steel tube bundle combined shear wall is in a shape of Chinese character 'tu', comprises:
analyzing the section types of the common steel tube bundle combined shear wall, wherein the section types of the common steel tube bundle combined shear wall comprise a straight shape, an L shape, a T shape, a Z shape, a C shape, an I shape and a cross shape;
the cross section type of the common steel tube bundle combined shear wall is abstracted to be in a shape like the Chinese character 'tu', and the length of each side in the shape like the Chinese character 'tu' is adjusted.
Preferably, the joint of the steel tube bundle combined shear wall connected with other members comprises a joint of the steel tube bundle combined shear wall connected with a steel beam and a joint of the steel tube bundle combined shear wall connected with a floor slab.
Preferably, the BIM parametric modeling method for the steel tube bundle combined shear wall based on the Tekla platform further comprises the step of generating a processing diagram and a bill of materials based on the steel structure BIM model.
Example 2:
in this embodiment, a steel tube bundle combined shear wall BIM parametric modeling method based on the Tekla platform is implemented, and the steps are detailed as follows.
Firstly, a steel pipe material library and a steel pipe section library are established.
And secondly, determining the general section type of the steel tube bundle combined shear wall.
Fig. 2 is a schematic view illustrating a general cross-sectional type of a steel tube bundle combined shear wall, specifically, as shown in fig. 2, determining that the general cross-sectional type of the steel tube bundle combined shear wall is a shape of a Chinese character 'tu', the method includes: analyzing the section types of the common steel tube bundle combined shear wall, wherein the section types of the common steel tube bundle combined shear wall comprise a straight shape, an L shape, a T shape, a Z shape, a C shape, an I shape and a cross shape (wherein the shape can be changed into the shape); the cross section type of the common steel tube bundle combined shear wall is abstracted to be in a shape like the Chinese character 'tu', and the length of each side in the shape like the Chinese character 'tu' is adjusted.
And thirdly, selecting the steel pipe material and the steel pipe section required by the general section type from the steel pipe material library and the steel pipe section library according to the general section type.
Preferably, common steel pipe materials include: Q235A, Q235B, Q345A, Q345B, and the like; the common steel pipe section includes a rectangle, a square, a U-shape, etc., and in addition, other steel pipe materials and steel pipe sections can be used according to specific situations, which is not limited herein.
And fourthly, calling a Tekla platform to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section.
Further, a steel tube bundle combined shear wall BIM model is generated by calling a Tekla platform based on the steel tube material and the steel tube section, and the method comprises the following steps: determining the number of steel pipes required by the soil-shaped universal section; selecting steel pipe objects according to the number of the steel pipes, and setting the steel pipe objects according to the steel pipe materials and the sections of the steel pipes; and welding the steel pipe objects corresponding to the number of the steel pipes to obtain the steel pipe bundle combined shear wall BIM.
And fifthly, creating connecting nodes of the BIM model of the steel tube bundle combined shear wall, wherein the connecting nodes comprise the nodes for connecting the steel tube bundle combined shear wall with the connecting nodes and the nodes for connecting the steel tube bundle combined shear wall with other members.
Specifically, the splicing nodes of the steel tube bundle combined shear wall, the corner nodes of the steel tube bundle combined shear wall, the connecting nodes of the steel beams and the steel tube bundle combined shear wall, and the connecting nodes of the floor slab and the steel tube bundle combined shear wall all belong to the connecting nodes. The splicing node of the steel tube bundle combined shear wall and the corner node of the steel tube bundle combined shear wall belong to the nodes used for connecting the steel tube bundle combined shear wall with the steel tube bundle combined shear wall.
And sixthly, inputting engineering information in the steel tube bundle combined shear wall BIM model after the connection node is established to obtain and output the steel structure BIM model.
Specifically, engineering information may be input according to an actual application scenario, for example, engineering information of all parts regarding stages of design, manufacture, construction, and the like. In addition, the engineering information can be continuously modified along with the progress of the engineering, so that the model state is consistent with the field.
In addition, preferably, the BIM parameterized modeling method for the steel tube bundle combined shear wall based on the Tekla platform further comprises the step of generating a processing diagram and a bill of materials based on the steel structure BIM model so as to meet the requirements of specific application scenarios such as design, manufacture and construction.
It should be noted that the "several steps" are only used to illustrate the logic steps of the technical implementation, and each step may be implemented or converted by many steps in the specific implementation process, some steps are parallel and some steps are serial, which are not limited specifically, but the specific convertible implementation manner in this embodiment also belongs to the protection scope of this application.
Example 3:
the embodiment provides a steel pipe bundle combined shear wall BIM parameterization modeling device based on Tekla platform, as shown in FIG. 3, includes:
the building module 701 is used for building a steel pipe material library and a steel pipe section library;
a determining module 702, configured to determine a general section type of the steel tube bundle combined shear wall;
an element selection module 703 for selecting a corresponding steel pipe material and a corresponding steel pipe section from the steel pipe material library and the steel pipe section library according to the general section type;
the shear wall generation module 704 is used for calling a Tekla platform to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section;
the node creating module 705 is used for creating connection nodes of the steel tube bundle combined shear wall BIM model, wherein the connection nodes comprise nodes of the steel tube bundle combined shear wall connected with the node and nodes of the steel tube bundle combined shear wall connected with other members;
and the model output module 706 is used for inputting engineering information into the steel tube bundle combined shear wall BIM model after the connection node is created, obtaining a steel structure BIM model and outputting the steel structure BIM model.
Preferably, the model output module is further configured to generate a processing drawing and a bill of materials based on the steel structure BIM model, so as to meet the requirements of specific application scenarios such as design, manufacture and construction.
Example 4:
the embodiment provides a BIM (building information modeling) parameterized building plug-in unit for a steel tube bundle combined shear wall based on a Tekla platform, and the plug-in unit executes the step of calling the Tekla platform to generate a BIM (building information modeling) model for the steel tube bundle combined shear wall based on the steel tube material and the section of a steel tube.
Specifically, a Tekla platform is called to generate a steel tube bundle combined shear wall BIM model based on steel tube materials and steel tube sections, and the method comprises the following steps: determining the number of steel pipes required by the soil-shaped universal section; selecting steel pipe objects according to the number of the steel pipes, and setting the steel pipe objects according to the steel pipe materials and the sections of the steel pipes; and welding the steel pipe objects corresponding to the number of the steel pipes to obtain the steel pipe bundle combined shear wall BIM.
Referring now to fig. 4, shown is a schematic diagram of an electronic device in accordance with some embodiments of the present disclosure. As shown in fig. 4, the electronic device 2 includes: the system comprises a processor 200, a memory 201, a bus 202 and a communication interface 203, wherein the processor 200, the communication interface 203 and the memory 201 are connected through the bus 202; the memory 201 stores a computer program that can be executed on the processor 200, and when the processor 200 executes the computer program, the Tekla platform-based BIM parametric modeling method for a steel tube bundle composite shear wall is executed according to any one of the foregoing embodiments.
The Memory 201 may include a high-speed Random Access Memory (RAM) and may further include a non-volatile Memory (non-volatile Memory), such as at least one disk Memory. The communication connection between the network element of the system and at least one other network element is realized through at least one communication interface 203 (which may be wired or wireless), and the internet, a wide area network, a local network, a metropolitan area network, and the like can be used.
The processor 200 may be an integrated circuit chip having signal processing capabilities. In implementation, the steps of the above method may be performed by integrated logic circuits of hardware or instructions in the form of software in the processor 200. The Processor 200 may be a general-purpose Processor, and includes a Central Processing Unit (CPU), a Network Processor (NP), and the like; but may also be a Digital Signal Processor (DSP), an Application Specific Integrated Circuit (ASIC), an off-the-shelf programmable gate array (FPGA) or other programmable logic device, discrete gate or transistor logic, discrete hardware components. The various methods, steps, and logic blocks disclosed in the embodiments of the present application may be implemented or performed. A general purpose processor may be a microprocessor or the processor may be any conventional processor or the like. The steps of the method disclosed in connection with the embodiments of the present application may be directly implemented by a hardware decoding processor, or implemented by a combination of hardware and software modules in the decoding processor. The software module may be located in ram, flash memory, rom, prom, or eprom, registers, etc. storage media as is well known in the art. The storage medium is located in the memory 201, and the processor 200 reads the information in the memory 201 and completes the steps of the method in combination with the hardware thereof.
The electronic equipment provided by the embodiment of the application and the steel pipe bundle combined shear wall BIM parametric modeling method based on the Tekla platform provided by the embodiment of the application have the same inventive concept and have the same beneficial effects as the method adopted, operated or realized by the electronic equipment.
The embodiment of the present application further provides a computer-readable storage medium corresponding to the steel tube bundle composite shear wall BIM parametric modeling method based on the Tekla platform provided in the foregoing embodiment, please refer to fig. 5, where the computer-readable storage medium shown in fig. 5 is an optical disc 30, on which a computer program (i.e., a program product) is stored, and when the computer program is executed by a processor, the computer program may execute the steel tube bundle composite shear wall BIM parametric modeling method based on the Tekla platform provided in any foregoing embodiment.
In addition, examples of the computer-readable storage medium may also include, but are not limited to, phase change memory (PRAM), Static Random Access Memory (SRAM), Dynamic Random Access Memory (DRAM), other types of Random Access Memory (RAM), Read Only Memory (ROM), Electrically Erasable Programmable Read Only Memory (EEPROM), flash memory, or other optical and magnetic storage media, which are not described in detail herein.
The computer-readable storage medium provided by the above-mentioned embodiment of the present application and the quantum key distribution channel allocation method in the spatial division multiplexing optical network provided by the embodiment of the present application have the same inventive concept, and have the same beneficial effects as the method adopted, run, or implemented by the application program stored in the computer-readable storage medium.
It should be noted that: the algorithms and displays presented herein are not inherently related to any particular computer, virtual machine, or other apparatus. Various general purpose devices may be used with the teachings herein. The required structure for constructing such a device will be apparent from the description above. In addition, this application is not directed to any particular programming language. It will be appreciated that a variety of programming languages may be used to implement the teachings of the present application as described herein, and any descriptions of specific languages are provided above to disclose the best modes of the present application.
In the description provided herein, numerous specific details are set forth. However, it is understood that embodiments of the application may be practiced without these specific details. In some instances, well-known methods, structures and techniques have not been shown in detail in order not to obscure an understanding of this description.
Similarly, it should be appreciated that in the foregoing description of exemplary embodiments of the application, various features of the application are sometimes grouped together in a single embodiment, figure, or description thereof for the purpose of streamlining the application and aiding in the understanding of one or more of the various inventive aspects. However, the disclosed method should not be interpreted as reflecting an intention that: this application is intended to cover such departures from the present disclosure as come within known or customary practice in the art to which this invention pertains. Rather, as the following claims reflect, inventive aspects lie in less than all features of a single foregoing disclosed embodiment. Thus, the claims following the detailed description are hereby expressly incorporated into this detailed description, with each claim standing on its own as a separate embodiment of this application.
Those skilled in the art will appreciate that the modules in the device in an embodiment may be adaptively changed and disposed in one or more devices different from the embodiment. The modules or units or components of the embodiments may be combined into one module or unit or component, and furthermore they may be divided into a plurality of sub-modules or sub-units or sub-components. All of the features disclosed in this specification (including any accompanying claims, abstract and drawings), and all of the processes or elements of any method or apparatus so disclosed, may be combined in any combination, except combinations where at least some of such features and/or processes or elements are mutually exclusive. Each feature disclosed in this specification (including any accompanying claims, abstract and drawings) may be replaced by alternative features serving the same, equivalent or similar purpose, unless expressly stated otherwise.
Furthermore, those skilled in the art will appreciate that while some embodiments described herein include some features included in other embodiments, rather than other features, combinations of features of different embodiments are meant to be within the scope of the application and form different embodiments. For example, in the following claims, any of the claimed embodiments may be used in any combination.
The various component embodiments of the present application may be implemented in hardware, or in software modules running on one or more processors, or in a combination thereof. Those skilled in the art will appreciate that a microprocessor or Digital Signal Processor (DSP) may be used in practice to implement some or all of the functions of some or all of the components in the creation apparatus of a virtual machine according to embodiments of the present application. The present application may also be embodied as apparatus or device programs (e.g., computer programs and computer program products) for performing a portion or all of the methods described herein. Such programs implementing the present application may be stored on a computer readable medium or may be in the form of one or more signals. Such a signal may be downloaded from an internet website or provided on a carrier signal or in any other form.
The above description is only for the preferred embodiment of the present application, but the scope of the present application is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present application should be covered within the scope of the present application. Therefore, the protection scope of the present application shall be subject to the protection scope of the claims.
Claims (10)
1. A BIM (building information modeling) parameterized modeling method for a steel tube bundle combined shear wall based on a Tekla platform is characterized by comprising the following steps of:
establishing a steel pipe material library and a steel pipe section library;
determining the general section type of the steel tube bundle combined shear wall;
selecting steel pipe materials and steel pipe sections required for forming the general section types from the steel pipe material library and the steel pipe section library according to the general section types;
calling a Tekla platform to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section;
establishing connecting nodes of a BIM model of the steel tube bundle combined shear wall, wherein the connecting nodes comprise nodes for connecting the steel tube bundle combined shear wall with the connecting nodes and nodes for connecting the steel tube bundle combined shear wall with other members;
and inputting engineering information in the steel tube bundle combined shear wall BIM model after the connection node is established to obtain and output the steel structure BIM model.
2. The BIM parametric modeling method for the steel tube bundle combined shear wall based on the Tekla platform is characterized in that the general section type is a shape of Chinese character 'tu'.
3. The BIM parametric modeling method for the steel tube bundle combined shear wall based on the Tekla platform as claimed in claim 2, wherein the step of calling the Tekla platform to generate the BIM model for the steel tube bundle combined shear wall based on the steel tube material and the steel tube section comprises the following steps:
determining the number of steel pipes required by the soil-shaped universal section;
selecting steel pipe objects according to the number of the steel pipes, and setting the steel pipe objects according to the steel pipe materials and the steel pipe sections;
and welding steel pipe objects corresponding to the number of the steel pipes to obtain the steel pipe bundle combined shear wall BIM.
4. The BIM parametric modeling method for the steel tube bundle combined shear wall based on the Tekla platform as claimed in claim 2, wherein the step of determining that the general section type of the steel tube bundle combined shear wall is in a shape of Chinese character 'tu', comprises the steps of:
analyzing the section types of the common steel tube bundle combined shear wall, wherein the section types of the common steel tube bundle combined shear wall comprise a straight shape, an L shape, a T shape, a Z shape, a C shape, an I shape and a cross shape;
abstracting the section type of the common steel tube bundle combined shear wall into a soil-shaped wall, and adjusting the length of each side of the soil-shaped wall.
5. The BIM parametric modeling method for the steel tube bundle combined shear wall based on the Tekla platform is characterized in that the nodes of the steel tube bundle combined shear wall connected with other members comprise the nodes of the steel tube bundle combined shear wall connected with steel beams and the nodes of the steel tube bundle combined shear wall connected with floor slabs.
6. The BIM parametric modeling method for the steel tube bundle combined shear wall based on the Tekla platform is characterized by further comprising the following steps of: and generating a machining diagram and a bill of materials based on the steel structure BIM model.
7. The utility model provides a steel pipe bundle combination shear wall BIM parameterization modeling device based on Tekla platform which characterized in that, the device includes:
the building module is used for building a steel pipe material library and a steel pipe section library;
the determining module is used for determining the general section type of the steel tube bundle combined shear wall;
the element selection module is used for selecting corresponding steel pipe materials and steel pipe sections from the steel pipe material library and the steel pipe section library according to the general section types;
the shear wall generation module is used for calling a Tekla platform to generate a steel tube bundle combined shear wall BIM model based on the steel tube material and the steel tube section;
the node creating module is used for creating connecting nodes of the steel tube bundle combined shear wall BIM model, wherein the connecting nodes comprise nodes for connecting the steel tube bundle combined shear wall with the node and nodes for connecting the steel tube bundle combined shear wall with other members;
and the model output module is used for inputting engineering information in the steel tube bundle combined shear wall BIM model after the connection node is established to obtain and output the steel structure BIM model.
8. The BIM parameterized modeling plug-in for the steel tube bundle combined shear wall based on the Tekla platform is characterized in that the plug-in executes the step of calling the Tekla platform to generate a BIM model of the steel tube bundle combined shear wall based on the steel tube material and the section of the steel tube.
9. A computer-readable storage medium, on which a computer program is stored which, when being executed by a processor, carries out the steps of the method of any one of claims 1 to 6.
10. A computer program product comprising a computer program, characterized in that the computer program realizes the steps of the method of any one of claims 1 to 6 when executed by a processor.
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