CN114781031B - Design method of truss modular combined type temporary supporting device based on BIM - Google Patents
Design method of truss modular combined type temporary supporting device based on BIM Download PDFInfo
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- CN114781031B CN114781031B CN202210441597.8A CN202210441597A CN114781031B CN 114781031 B CN114781031 B CN 114781031B CN 202210441597 A CN202210441597 A CN 202210441597A CN 114781031 B CN114781031 B CN 114781031B
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- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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- G06F2111/20—Configuration CAD, e.g. designing by assembling or positioning modules selected from libraries of predesigned modules
Abstract
The invention discloses a design method of a truss modularized combined type temporary supporting device based on BIM, which comprises the following steps: establishing a steel structure modular temporary support bottom transfer beam lower foundation slab module, adding parameters to the foundation slab module, and establishing an embedded part module and a reinforcement module in the foundation slab module; creating a standard section module and carrying out parameterization processing on the standard section module; creating a top module based on the foundation mat module and the standard knot module, and parameterizing the top module; and modeling the foundation slab module, the standard knot module and the top module to obtain a model of the truss modular combined temporary supporting device. The application can effectively reduce material waste and reduce the workload of people.
Description
Technical Field
The invention relates to the technical field of BIM, in particular to a design method of a truss modular combined type temporary supporting device based on BIM.
Background
In the existing environment, different building materials are required to be assembled continuously according to the requirements of the actual environment in the building process, and the adaptation property of the size of the building materials is difficult to achieve at one time, so that the effect that the size of the building materials needs to be adjusted for many times and the like to achieve adaptation is often caused, the material waste is caused, and the workload is large.
Disclosure of Invention
The invention provides a design method of a truss modular combined type temporary supporting device based on BIM, which can effectively reduce material waste and reduce the workload of people. The specific technical scheme is as follows.
According to an aspect of the present application, there is provided a design method of a BIM-based truss modular combined type temporary supporting apparatus, including:
establishing a steel structure modular temporary support bottom transfer beam lower foundation slab module, adding parameters to the foundation slab module, and establishing an embedded part module and a reinforcement module in the foundation slab module;
creating a standard section module and carrying out parameterization processing on the standard section module;
creating a top module based on the foundation mat module and the standard knot module, and parameterizing the top module;
and modeling the foundation slab module, the standard knot module and the top module to obtain a model of the truss modular combined temporary supporting device.
Further, the creating of the steel structure modular temporary support bottom transfer beam lower foundation slab module, adding parameters to the foundation slab module and creating an embedded module and a reinforcement module in the foundation slab module includes:
obtaining dimensional style information for the foundation slab module, creating a contour using stretch commands and generating the foundation slab module, adding parameters to the foundation slab module, comprising: in the BIM data processing module, using a reference plane command in a tab, creating four reference planes, editing contour locking, using an alignment command in a comment tab, selecting and marking a parameter object of the foundation slab module and adjusting the parameter object to obtain the embedded component module with adjustable parameters.
Further, the creating of the steel structure modular temporary support bottom transfer beam lower foundation slab module, adding parameters to the foundation slab module, and creating an embedded module and a reinforcement module in the foundation slab module further includes:
in BIM data processing module use the lofting function on the soleplate module, select north facade and draw the route function, set up the crotch according to the size of reinforcing bar, edit the profile and input reinforcing bar size information and generate the reinforcing bar, give the reinforcing bar adds the parameter, includes: and creating four reference planes in the BIM data processing module by using the reference plane command in the tab, and carrying out parameterization processing on the reinforcing steel bar by using the 'alignment' command and the 'diameter' command in the annotation tab to obtain the reinforcing steel bar module with adjustable parameters.
Further, the creating of the steel structure modular temporary support bottom transfer beam lower foundation slab module, adding parameters to the foundation slab module and creating an embedded module in the foundation slab module further includes:
and selecting the embedded module and the reinforcement module in the BIM data processing module, and creating the material of the embedded module and the material of the reinforcement module to obtain an adjustable material module.
Further, the creating a standard section module and parameterizing the standard section module comprises:
the standard section creating module comprises: drawing the round steel column by using a stretching command in the creation function in the BIM data processing module, adding an aligning command by using an annotation command in an option card, obtaining an adjustable round steel column module, drawing an inclined angle steel path in a vertical face by using a lofting command in the creation function of the round steel column module, and obtaining the standard knot module.
Further, the creating a standard section module and parameterizing the standard section module further includes:
drawing the size of the angle steel for the outline of the standard knot module, and adding the thickness parameter, the width parameter, the length parameter, the material parameter and the quantity parameter of the angle steel by using annotations to obtain the parameterized standard knot module.
Further, said creating a top module based on said foundation mat module and said standard knot module, parameterizing said top module, comprising:
creating the top module to obtain first H-shaped steel size data, drawing by using a lofting command in a creating function in a BIM data processing module, adding an alignment command by using a note in a tab, adding length, width, height and thickness parameters of the first H-shaped steel, and obtaining a parameter-adjustable first H-shaped steel module;
and drawing an inclined second H-shaped steel path in the vertical plane by using a lofting command in the creating function, editing the dimension of the contour drawing angle steel, adding an alignment command by using a note in a tab, adding parameters of the length, the width, the height and the thickness of the second H-shaped steel, and obtaining a second H-shaped steel module with adjustable parameters.
Further, the modeling the foundation slab module, the standard knot module and the top module to obtain a model of the truss modular combined temporary support device includes:
integrating the model into an object model, comprising: clicking a 'construction function' in a building tab in a BIM data processing module, clicking 'placement construction', and integrating the model into an integral model to obtain the integral model.
According to another aspect of the present application, a storage medium having a computer program stored thereon, the computer program implementing the design method of the BIM-based truss modular combined temporary support apparatus according to any one of the above aspects when being executed by a processor.
According to another aspect of the present application, a computer device includes a storage medium, a processor, and a computer program stored on the storage medium and executable on the processor, wherein the processor implements the design method of the BIM based truss modular combined temporary support apparatus according to any one of the above aspects when executing the computer program.
In conclusion, the beneficial technical effects of the invention are as follows: 1. utilize BIM simulation construction to accomplish the interim strutting arrangement of truss modularization combination formula of the awning triangle steel of encorbelmenting, add required parameter, realize the adjustable control to the interim strutting arrangement of the awning triangle steel truss modularization combination formula of encorbelmenting. 2. The feasibility of the scheme can be known by loading the truss modularized combined temporary supporting device of the cantilever awning triangular steel into a project file, and convenience is brought to designers for drawing and calculation. 3. Through the technology, on-site accurate positioning can be realized, the modularized combination of the overhanging awning triangular steel truss effectively improves on-site construction efficiency, and BIM simulation construction aided design institute is utilized to map out and improve construction efficiency. 4. The green construction is always the direction advocated by the state, the use of the technology is beneficial to reducing the waste of materials, reasonably reducing harmful gas discharged by welding, effectively improving the labor condition, effectively improving the construction quality of the project, ensuring the project progress and safe production and reducing the project cost.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic flow chart illustrating a method for designing a BIM-based truss modular combined temporary supporting apparatus according to an embodiment of the present disclosure;
fig. 2 is a schematic diagram illustrating a built-in module of a design method of a BIM based truss modular combined temporary support apparatus provided in an embodiment of the present application;
fig. 3 is a schematic diagram illustrating a reinforcement module of a design method of a BIM based truss modular combined temporary supporting apparatus provided in an embodiment of the present application;
fig. 4 is a schematic diagram illustrating a model of a truss modular combined temporary support apparatus according to a design method of the BIM based truss modular combined temporary support apparatus provided in an embodiment of the present application;
fig. 5 is a schematic diagram illustrating an overall model of a design method of a BIM-based truss modular combined temporary supporting apparatus according to an embodiment of the present application.
Detailed Description
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be considered as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
In the present invention, unless otherwise explicitly stated or limited, the terms "mounted," "connected," "fixed," and the like are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood according to specific situations by those of ordinary skill in the art.
The present application will be described in detail below with reference to the accompanying drawings in conjunction with embodiments. It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
As shown in fig. 1, in some realizable embodiments provided by the present invention, there is provided a design method of a BIM-based truss modular combined temporary support device, including:
establishing a steel structure modular temporary support bottom transfer beam lower foundation slab module, adding parameters to the foundation slab module, and establishing an embedded part module and a reinforcement module in the foundation slab module;
creating a standard section module and carrying out parameterization processing on the standard section module;
creating a top module based on the foundation mat module and the standard knot module, and parameterizing the top module;
and modeling the foundation slab module, the standard knot module and the top module to obtain a model of the truss modular combined temporary supporting device.
In some realizable embodiments provided by the present invention, the creating a steel structure modular temporary support bottom transfer beam lower foundation slab module, adding parameters to the foundation slab module and creating embedded part modules and reinforcement modules in the foundation slab module comprises:
obtaining dimensional style information for the foundation slab modules, creating a contour using a stretch command and generating the foundation slab modules, adding parameters to the foundation slab modules, comprising: in the BIM data processing module, using a reference plane command in a tab to create four reference planes, editing contour locking, using an 'alignment' command in a comment tab to select and mark parameter objects of the basic backplane module and adjust the parameter objects to obtain the embedded component module with adjustable parameters.
In some realizable embodiments provided by the present invention, the creating a steel structure modular temporary support bottom transfer beam lower foundation slab module, adding parameters to the foundation slab module and creating embedded modules and reinforcement modules in the foundation slab module, further comprises:
in BIM data processing module use the lofting function on the soleplate module, select north facade and draw the route function, set up the crotch according to the size of reinforcing bar, edit the profile and input reinforcing bar size information and generate the reinforcing bar, give the reinforcing bar adds the parameter, includes: and (3) creating four reference planes in the BIM data processing module by using the reference plane command in the tab, and carrying out parameterization processing on the reinforcing steel bar by using the 'alignment' command and the 'diameter' command in the comment tab to obtain a parameter-adjustable reinforcing steel bar module.
In some realizable embodiments provided by the present invention, the creating a steel structural modular temporary support bottom transfer beam lower foundation floor module, adding parameters to the foundation floor module and creating a buried module in the foundation floor module, further comprises:
and selecting the embedded module and the reinforcement module in the BIM data processing module, and establishing the material of the embedded module and the material of the reinforcement module to obtain an adjustable material module.
In some practical embodiments provided by the present invention, the creating a standard section module and parameterizing the standard section module includes:
the standard section creating module comprises: drawing a round steel column by using a stretching command in a creating function in a BIM data processing module, adding an aligning command by using an annotation command in a tab to obtain an adjustable round steel column module, drawing an inclined angle steel path in a vertical face by using a lofting command in the creating function on the round steel column module, and obtaining the standard knot module.
In some practical embodiments provided by the present invention, the creating a standard section module and parameterizing the standard section module further includes:
drawing the size of the angle steel for the outline of the standard knot module, and adding the thickness parameter, the width parameter, the length parameter, the material parameter and the quantity parameter of the angle steel by using annotations to obtain the parameterized standard knot module.
In some implementations provided herein, the creating a top module based on the foundation bed module and the standard knot module, the parameterizing the top module, includes:
creating the top module to obtain first H-shaped steel size data, drawing by using a lofting command in a creating function in a BIM data processing module, adding an alignment command by using a note in a tab, adding length, width, height and thickness parameters of the first H-shaped steel, and obtaining a parameter-adjustable first H-shaped steel module;
and drawing an inclined second H-shaped steel path in the vertical plane by using a lofting command in the creating function, editing the dimension of the contour drawing angle steel, adding an alignment command by using a comment in a tab, adding the length, width, height and thickness parameters of the second H-shaped steel, and obtaining a second H-shaped steel module with adjustable parameters.
In some implementations provided by the invention, the modeling the foundation bedplate module, the standard knot module and the roof module, obtaining a model of the truss modular combined temporary supporting device, the method comprises the following steps:
integrating the model into an object model, comprising: clicking a 'construction function' in a building tab in a BIM data processing module, clicking 'placement construction', and integrating the model into an integral model to obtain the integral model.
In other embodiments, a method for designing a modular combined temporary support device for a truss based on a BIM is provided, which includes:
1. establish steel construction modularization and support bottom transfer beam lower part foundation bottom plate module temporarily (set up bottom reinforcement module and pattern, size, thickness, crookedness according to the scheme), include:
as shown in fig. 2, the size style is determined according to the scheme, the outline is created by using a stretching command, after clicking is determined, the foundation mat module is automatically generated, and then parameters are added to the foundation mat module, which specifically includes the following operations: the method comprises the steps of establishing four reference planes by using a reference plane command in a tab, editing contour locking, after locking, selecting a mark in the thickness of a bottom plate by using an alignment command in an annotation tab, adding a length parameter of an embedded part module to the mark, naming the parameter as the length of the embedded part module, adjusting the parameter, repeatedly operating the above operations to add the length of the embedded part module, the width of the embedded part module and the position of a reserved hole of the embedded part module, and realizing the adjustable embedded part module.
As shown in fig. 3, reuse lofting function, select north facade, the route function is drawn to the point, do a crotch according to the reinforcing bar size, then click the editor's outline, input reinforcing bar size information, click the back of accomplishing, the automatic generation reinforcing bar uses the mirror image function to duplicate, accomplishes first embedded part module, reuses the function of mirror image, accomplishes other three foundation slab modules and arrangement of reinforcement module, then adds the parameter for the reinforcing bar again, and concrete operation is as follows: and creating four reference planes by using a reference plane command in the Tab, using an alignment command in the annotation Tab, then selecting the center point of the steel bar by using a Tab key, naming the parameter as the distance between the steel bars, selecting the steel bar, clicking and editing the contour by double click, then pointing and annotating, and setting the parameter naming as the diameter of the steel bar by using a diameter command in the annotation Tab to realize the adjustability of the steel bar.
And finally, selecting the drawn embedded module and the drawn steel bar, selecting a material function, and building a new material for realizing adjustable materials for the embedded module material and the steel bar material.
2. Creating a standard section module comprising:
after the embedded part module is built, a standard section module is built, firstly, a drawing command in a building function is used for drawing a round steel column, an annotation command in a tab is used for adding an aligning command, clicking confirmation is carried out, the adjustable round steel column can be realized, a lofting command in the building function is used for drawing an inclined angle steel path in a vertical face, after clicking is finished, a contour is clicked and edited for drawing the size of the angle steel, parameters such as thickness, width, length, material and the number of standard section modules are added by using annotations according to the operation in the step 1, parameterization of the standard section module can be realized, and the number and the applicable height of the standard section module can be adjusted more conveniently.
3. Top module rendering, comprising:
after the drawing of the embedded part module and the standard section module is completed, the top module is drawn, according to the size of the H-shaped steel, drawing is performed by using a 'lofting' command in a creation function, adding an 'aligning' command by using comments in an option card, adding 'H-shaped steel length', 'H-shaped steel width', 'H-shaped steel height', 'H-shaped steel thickness', clicking and completing to realize adjustable H-shaped steel drawing, drawing an inclined H-shaped steel path in a vertical face by using the 'lofting' command in the creation function, clicking and completing to edit a contour to draw an angle steel size after completing to point, adding the 'aligning' command by using the comments in the option card, adding 'H-shaped steel length', 'H-shaped steel width', 'H-shaped steel height', 'H-shaped steel thickness', clicking and completing to realize the drawing of the inclined adjustable H-shaped steel of the top module, and then performing a 'modeling lofting' function in the creation according to jack parameters.
4. The temporary strutting arrangement of canopy triangle steel truss modularization combination formula of encorbelmenting draws and finishes (as shown in fig. 4), loads in the model, includes:
and as shown in fig. 5, clicking a construction function in the building tab, clicking a placement construction, and placing the building tab to a required position to complete the steel structure modular temporary support.
In the embodiment of the invention, the BIM-based truss modular combined temporary supporting device is prefabricated in advance in the original functions of the BIM, and the reasonability of a scheme is determined, so that a novel prefabricating method and a simulated construction method are provided.
Based on the method shown in fig. 1, correspondingly, the embodiment of the present application further provides a storage medium, on which a computer program is stored, and the computer program, when executed by a processor, implements the design method of the BIM-based truss modular combined temporary supporting apparatus shown in the figure.
Based on such understanding, the technical solution of the present application may be embodied in the form of a software product, which may be stored in a non-volatile storage medium (which may be a CD-ROM, a usb disk, a removable hard disk, etc.), and includes several instructions for enabling a computer device (which may be a personal computer, a server, or a network device, etc.) to execute the method according to the implementation scenarios of the present application.
In an embodiment of the present invention, there is provided a computer device, including a storage medium, a processor, and a computer program stored on the storage medium and executable on the processor, wherein the processor implements any one of the above design methods of the BIM based truss modular combined temporary support device when executing the computer program.
Based on the method shown in fig. 1, in order to achieve the above object, an embodiment of the present application further provides a computer device, which may be specifically a personal computer, a server, a network device, and the like, where the computer device includes a storage medium and a processor; a storage medium for storing a computer program; a processor for executing a computer program to implement the above design method of the BIM based truss modular combined temporary support apparatus as shown in fig. 1.
Optionally, the computer device may also include a user interface, a network interface, a camera, radio Frequency (RF) circuitry, sensors, audio circuitry, a WI-FI module, and so forth. The user interface may include a Display screen (Display), an input unit such as a Keyboard (Keyboard), etc., and the optional user interface may also include a USB interface, a card reader interface, etc. The network interface may optionally include a standard wired interface, a wireless interface (e.g., a bluetooth interface, WI-FI interface), etc.
It will be appreciated by those skilled in the art that the present embodiment provides a computer device architecture that is not limiting of the computer device, and that may include more or fewer components, or some components in combination, or a different arrangement of components.
The storage medium may further include an operating system and a network communication module. An operating system is a program that manages and maintains the hardware and software resources of a computer device, supporting the operation of information handling programs and other software and/or programs. The network communication module is used for realizing communication among the components in the storage medium and communication with other hardware and software in the entity device.
Through the above description of the embodiments, those skilled in the art can clearly understand that the present application can be implemented by means of software plus a necessary general hardware platform.
Those skilled in the art will appreciate that the figures are merely schematic representations of one preferred implementation scenario and that the blocks or flow diagrams in the figures are not necessarily required to practice the present application. Those skilled in the art will appreciate that the modules in the devices in the implementation scenario may be distributed in the devices in the implementation scenario according to the description of the implementation scenario, or may be located in one or more devices different from the present implementation scenario with corresponding changes. The modules of the implementation scenario may be combined into one module, or may be further split into a plurality of sub-modules.
The above application serial number is merely for description and does not represent the superiority and inferiority of the implementation scenario. The above disclosure is only a few specific implementation scenarios of the present application, but the present application is not limited thereto, and any variations that can be made by those skilled in the art are intended to fall within the scope of the present application.
Claims (9)
1. A design method of a truss modular combined type temporary supporting device based on BIM is characterized by comprising the following steps:
establishing a steel structure modular temporary support bottom transfer beam lower foundation slab module, adding parameters to the foundation slab module, and establishing an embedded part module and a reinforcement module in the foundation slab module; the method comprises the following steps:
obtaining dimensional style information for the foundation slab module, creating a contour using stretch commands and generating the foundation slab module, adding parameters to the foundation slab module, comprising: using a reference plane command in a tab in a BIM data processing module to create four reference planes, editing contour locking, using an 'alignment' command in an annotation tab to select and mark parameter objects of the foundation slab module and adjust the parameter objects to obtain the embedded part module with adjustable parameters;
creating a standard section module and carrying out parameterization processing on the standard section module;
creating a top module based on the foundation mat module and the standard knot module, and parameterizing the top module;
and modeling the foundation slab module, the standard knot module and the top module to obtain a model of the truss modular combined temporary supporting device.
2. The design method according to claim 1, wherein the creating of the steel structural modular temporary support bottom transfer beam lower foundation slab module, adding parameters to the foundation slab module and creating embedded and reinforcement modules in the foundation slab module further comprises:
in BIM data processing module use the lofting function on the soleplate module, select north facade and draw the route function, set up the crotch according to the size of reinforcing bar, edit the profile and input reinforcing bar size information and generate the reinforcing bar, give the reinforcing bar adds the parameter, includes: and (3) creating four reference planes in the BIM data processing module by using the reference plane command in the tab, and carrying out parameterization processing on the reinforcing steel bar by using the 'alignment' command and the 'diameter' command in the comment tab to obtain a parameter-adjustable reinforcing steel bar module.
3. The design method according to claim 2, wherein the creating of steel structural modular temporary support bottom transfer beam lower foundation floor modules, adding parameters to the foundation floor modules and creating embedded modules in the foundation floor modules, further comprises:
and selecting the embedded module and the reinforcement module in the BIM data processing module, and establishing the material of the embedded module and the material of the reinforcement module to obtain an adjustable material module.
4. The design method of claim 3, wherein the creating of the standard section module and the parameterization of the standard section module comprise:
the standard section creating module comprises: drawing a round steel column by using a stretching command in a creating function in a BIM data processing module, adding an aligning command by using an annotation command in a tab to obtain an adjustable round steel column module, drawing an inclined angle steel path in a vertical face by using a lofting command in the creating function on the round steel column module, and obtaining the standard knot module.
5. The design method according to claim 4, wherein the creating of the standard section module and the parameterization of the standard section module further comprises:
drawing the size of the angle steel for the outline of the standard knot module, and adding the thickness parameter, the width parameter, the length parameter, the material parameter and the quantity parameter of the angle steel by using annotations to obtain the parameterized standard knot module.
6. The design method of claim 1, wherein said creating a top module based on said foundation bed module and said standard knot module, parameterizing said top module, comprises:
creating the top module to obtain first H-shaped steel size data, drawing by using a lofting command in a creating function in a BIM data processing module, adding an alignment command by using a note in a tab, adding length, width, height and thickness parameters of the first H-shaped steel, and obtaining a parameter-adjustable first H-shaped steel module;
and drawing an inclined second H-shaped steel path in the vertical plane by using a lofting command in the creating function, editing the dimension of the contour drawing angle steel, adding an alignment command by using a note in a tab, adding parameters of the length, the width, the height and the thickness of the second H-shaped steel, and obtaining a second H-shaped steel module with adjustable parameters.
7. The design method according to claim 1, wherein the modeling the foundation slab module, the standard knot modules and the roof module to obtain a model of the truss modular temporary support apparatus comprises:
integrating the model into an object model, comprising: clicking a 'construction function' in the building tab in the BIM data processing module, clicking 'placement construction', and integrating the model into the integral model to obtain the integral model.
8. A storage medium having a computer program stored thereon, wherein, the computer program when executed by a processor implements a design method of the BIM based truss modular temporary support apparatus of any one of claims 1 to 7.
9. A computer device comprising a storage medium, a processor and a computer program stored on the storage medium and executable on the processor, wherein the processor implements the design method of the BIM based truss modular combined temporary support apparatus of any one of claims 1 to 7 when executing the computer program.
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