CN115481466A - Complex steel bar engineering tongue-and-groove modeling method, device, equipment and medium - Google Patents

Complex steel bar engineering tongue-and-groove modeling method, device, equipment and medium Download PDF

Info

Publication number
CN115481466A
CN115481466A CN202210992568.0A CN202210992568A CN115481466A CN 115481466 A CN115481466 A CN 115481466A CN 202210992568 A CN202210992568 A CN 202210992568A CN 115481466 A CN115481466 A CN 115481466A
Authority
CN
China
Prior art keywords
tongue
groove
steel bar
ribs
rabbet
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202210992568.0A
Other languages
Chinese (zh)
Inventor
陈金
刘兆兴
李文
黄倩
李永旭
张琪新
李刚
白二飞
谢文
陈梓坤
霍丽瑾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CNNC Huachen Construction Engineering Co Ltd
Original Assignee
CNNC Huachen Construction Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by CNNC Huachen Construction Engineering Co Ltd filed Critical CNNC Huachen Construction Engineering Co Ltd
Priority to CN202210992568.0A priority Critical patent/CN115481466A/en
Publication of CN115481466A publication Critical patent/CN115481466A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T17/00Three dimensional [3D] modelling, e.g. data description of 3D objects
    • G06T17/10Constructive solid geometry [CSG] using solid primitives, e.g. cylinders, cubes
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T2210/00Indexing scheme for image generation or computer graphics
    • G06T2210/04Architectural design, interior design

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Geometry (AREA)
  • Theoretical Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Computer Hardware Design (AREA)
  • Evolutionary Computation (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Computational Mathematics (AREA)
  • Civil Engineering (AREA)
  • Mathematical Analysis (AREA)
  • Mathematical Optimization (AREA)
  • Pure & Applied Mathematics (AREA)
  • Architecture (AREA)
  • Computer Graphics (AREA)
  • Software Systems (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The invention provides a complex steel bar project tongue-and-groove modeling method, a device, equipment and a medium, wherein a model and steel bar data information of the complex steel bar project are obtained, and tongue-and-groove reinforcement parameters are obtained; selecting a tongue-and-groove to be arranged on a wall body, and acquiring a three-dimensional contour point of the tongue-and-groove; setting steel bar contour points according to the three-dimensional contour points of the rabbet; and respectively arranging main ribs, U-shaped ribs and pull hook ribs according to the tongue-and-groove reinforcement parameters and corresponding steel bar contour points according to different sections of the tongue-and-groove. The method makes up the function of the rabbet module in the broken Tekla steel bar, so that the modeling is more precise and efficient.

Description

Complex steel bar engineering tongue-and-groove modeling method, device, equipment and medium
Technical Field
The invention relates to the technical field of tongue-and-groove reinforcement tools. In particular to a complex reinforcing steel bar engineering tongue-and-groove modeling method, a device, equipment and a medium.
Background
The conventional steel bar engineering calculation amount software on the market is used for tongue-and-groove modeling according to a flat method, when thick-wall thick-body complex steel bar engineering modeling is encountered, manual calculation is not enough to accurately complete modeling, custom rules of arrangement of steel bars of tongue-and-groove special projects cannot meet requirements, and therefore the extracted steel bar engineering amount is inaccurate.
Through investigation, tekla is a platform BIM design software, has the functions of three-dimensional modeling and two-dimensional plotting of concrete and steel bars, but for a reinforced concrete structure, tekla is more inclined to provide a bottom layer modeling function, and for a specific structure type, if the three-dimensional modeling and two-dimensional plotting target is realized only through a human-computer interaction interface, a large amount of manual modification and repeated operation of a user are required.
In order to fully utilize the steel bar design function of Tekla, a corresponding functional module tool must be developed aiming at a specific engineering structure type.
Disclosure of Invention
In view of the above-mentioned shortcomings of the prior art, it is an object of the present invention to provide a complex rebar engineering tongue and groove modeling method, apparatus, device and medium, which solve the deficiencies of the prior art.
To achieve the above and other related objects, the present invention provides a complex rebar engineering tongue and groove modeling method, including: obtaining a model of a complex steel bar project and steel bar data information, and obtaining tongue-and-groove reinforcement parameters; selecting a tongue-and-groove to be arranged on a wall body, and acquiring a three-dimensional contour point of the tongue-and-groove; setting steel bar contour points according to the three-dimensional contour points of the tongue-and-groove; and respectively arranging main ribs, U-shaped ribs and pull hook ribs according to the tongue-and-groove reinforcement parameters and corresponding steel bar contour points according to different sections of the tongue-and-groove.
In an embodiment of the present invention, the reinforcing bars in the complex reinforcing bar engineering are arranged according to regions, and a plurality of rows of reinforcing bars are arranged in the wall; the entrance to a cave structure on the wall body includes: any one of square, round, sight window, tongue-and-groove and oblique edge.
In an embodiment of the present invention, the tongue-and-groove reinforcement parameters include: the main ribs, the U-shaped ribs, the pull hook ribs and the embedded ribs of the tongue-and-groove, the number, the size, the grade and the interval of the embedded ribs and a protective layer attached to a wall body; and/or the bending angle, radius and length of the tail end of the starting point and the terminal point of each main rib.
In an embodiment of the present invention, the selecting the tongue-and-groove to be arranged on the wall and obtaining the three-dimensional contour points of the tongue-and-groove includes: selecting holes needing to be provided with the tongue-and-groove on the wall body based on the model, and storing the corresponding hole IDs into a set; acquiring a cave entrance ID, and acquiring an intersection point value of a cave entrance custom surface and a wall model through a cave entrance API; and obtaining the thickness value of the wall body, and combining the intersection values to obtain the tongue-and-groove three-dimensional contour point.
In an embodiment of the present invention, the setting of the steel bar contour points according to the three-dimensional contour points of the tongue-and-groove includes: setting contour points of a single main rib corresponding to the shape of the rabbet according to the three-dimensional contour points of the rabbet; and setting a plurality of contour points corresponding to the U-shaped ribs and/or the pull hook ribs based on the contour points of each single main rib.
In an embodiment of the present invention, the arranging of the main bar, the U-shaped bar and the hook bar according to the tongue-and-groove reinforcement parameters and the corresponding steel bar contour points according to different cross sections of the tongue-and-groove respectively includes: determining four sections based on the three-dimensional groove and tongue contour points; according to the tongue-and-groove reinforcement parameters and corresponding to the steel bar profile points, sequentially and circularly arranging main ribs, U-shaped ribs and pull hook ribs for each section of the tongue-and-groove; and circularly arranging four sections of each rabbet for four times in sequence according to the steel bar arrangement mode in the previous step.
To achieve the above and other related objects, the present invention provides a complex rebar engineering tongue and groove modeling apparatus, comprising: the parameter module is used for acquiring a model and steel bar data information of a complex steel bar project and acquiring tongue-and-groove reinforcement parameters; the processing module is used for selecting the tongue-and-groove to be arranged on the wall body and acquiring a three-dimensional contour point of the tongue-and-groove; setting steel bar contour points according to the three-dimensional contour points of the rabbet; and respectively arranging main ribs, U-shaped ribs and pull hook ribs according to the tongue-and-groove reinforcement parameters and corresponding steel bar contour points according to different sections of the tongue-and-groove.
To achieve the above and other related objects, the present invention provides a computer apparatus, comprising: a memory and a processor; the memory stores a computer program that the processor executes to implement the method as described above.
To achieve the above and other related objects, the present invention provides a computer-readable storage medium having stored thereon a computer program which, when executed by a processor, implements the method as described above.
As described above, the complex steel bar engineering tongue-and-groove modeling method, device, equipment and medium of the invention obtain the tongue-and-groove reinforcement parameters by obtaining the model and the steel bar data information of the complex steel bar engineering; selecting a tongue-and-groove to be arranged on a wall body, and acquiring a three-dimensional contour point of the tongue-and-groove; setting steel bar contour points according to the three-dimensional contour points of the tongue-and-groove; and respectively arranging main ribs, U-shaped ribs and pull hook ribs according to the tongue-and-groove reinforcement parameters and corresponding steel bar contour points according to different sections of the tongue-and-groove.
The method has the following beneficial effects:
the invention uses C # development tongue-and-groove modeling tool, the front end and the back end are tested in a circulating and interactive way during the period, the wall tongue-and-groove rule is skillfully integrated into the wall tongue-and-groove modeling tool, because in Tekla software, the wall tongue-and-groove modeling is difficult, even only one tongue-and-groove steel bar can be drawn, and the rib arrangement of the wall tongue-and-groove in the complex engineering is complex and variable, the modeling tool makes up the function of the tongue-and-groove module in the Tekla steel bar modeling extremely, so that the modeling is more precise and efficient.
Drawings
Fig. 1 is a schematic flow chart illustrating a complicated rebar engineering tongue and groove modeling method according to an embodiment of the present invention.
Fig. 2 is a schematic view of a visual interface for inputting tongue-and-groove reinforcement parameters at the front end according to an embodiment of the present invention.
FIG. 3 is a schematic diagram of a tool design and implementation flow according to an embodiment of the present invention.
Fig. 4 is a schematic diagram illustrating the tongue-and-groove reinforcement effect according to an embodiment of the present invention.
Fig. 5 is a block diagram of a complex rebar engineering tongue and groove modeling apparatus according to an embodiment of the present invention.
FIG. 6 is a schematic structural diagram of a computer device according to an embodiment of the present invention.
Detailed Description
The following description of the embodiments of the present application is provided by way of specific examples, and other advantages and effects of the present application will be readily apparent to those skilled in the art from the disclosure herein. The present application is capable of other and different embodiments and its several details are capable of modifications and/or changes in various respects, all without departing from the spirit of the present application. It should be noted that the features in the following embodiments and examples may be combined with each other without conflict.
It should be noted that the drawings provided in the following embodiments are only for illustrating the basic idea of the present application, and although the drawings only show the components related to the present application and are not drawn according to the number, shape and size of the components in actual implementation, the type, quantity and proportion of each component in actual implementation may be changed at will, and the layout of the components may be more complicated.
In order to solve the above problems, the present invention aims to provide a complex rebar engineering tongue and groove modeling method, apparatus, device, and medium, so as to solve the technical problem that the existing modeling tool needs a lot of manual modification and repetitive operations of a user for realizing three-dimensional modeling and two-dimensional plotting targets only through a human-computer interaction interface for a specific structure type.
Fig. 1 shows a schematic flow chart of a complicated rebar engineering tongue and groove modeling method according to an embodiment of the present invention. As shown, the method comprises:
step S101: and acquiring a model of the complex steel bar project and steel bar data information, and acquiring tongue-and-groove reinforcement parameters.
In the application, the steel bars in the complex steel bar engineering are arranged according to regions, and a plurality of rows of steel bars are arranged in the wall body; the entrance to a cave structure on the wall body includes: any one of square, round, sight window, tongue-and-groove and oblique edge.
It should be noted that the steel bar scene targeted by the material breaking in the present application is a complex steel bar project, for example, it may be defined that at least 4 rows of steel bars in the engineering project wallboard are provided, and the openings are not square, but have other special-shaped structures such as peep holes, circles, tongue-and-groove openings, and oblique-edge openings, and the wall board steel bars are not arranged in the whole row according to the region. In short, the arrangement freedom of the reinforcing steel bars in the complex reinforcing steel bar engineering is more flexible, and the existing reinforcing steel bar sample-turning software cannot meet the requirement. For a specific structure type, if the three-dimensional material breaking and two-dimensional drawing targets are realized only through a human-computer interaction interface, a large amount of manual modification and repeated operation of a user are required.
In some examples, the method relies on C # development, and comprises a winform interface with front-end editable and modifiable data parameters and a method body of designing various functions and running in a class library by a back-end;
front-end data parameter interface: the method is used for adjusting the data information of the reinforcing steel bar drawing visible to the eyes of a user, and further the front-end data parameter interface comprises a reinforcing steel bar important data parameter interface.
For example, a model of a complex steel bar project and steel bar data information can be obtained through a front-end data parameter interface, the data parameters of the steel bars can be adjusted through input parameters, and tongue-and-groove reinforcement parameters can also be input.
In an embodiment of the present application, the tongue-and-groove reinforcement parameters include: the main ribs of the tongue-and-groove, the U-shaped ribs, the pull hook ribs and the numbers, the sizes, the grades and the intervals of the embedded ribs and the protective layer attached to the wall body; and/or the bending angle, radius and length of the starting point and the terminal point of each main rib.
Fig. 2 is a schematic view of a visual interface of front-end input tongue-and-groove reinforcement parameters according to an embodiment of the present application. As shown, including but not limited to, the tongue-and-groove main ribs, U-shaped ribs, hook ribs, pre-embedded ribs, and the like, as well as the component types and cavity main ribs.
In some examples, corresponding to the winform interface of the front-end editable modified data parameters, the method further comprises the step of designing various function method bodies to run in class libraries by the back end, accepting the parameters input by the front-end data interface, and transmitting the parameters into various modeling method function bodies, so that the model is modified in the underlying intelligence.
Step S102: and selecting the tongue-and-groove to be arranged on the wall body, and acquiring the three-dimensional contour points of the tongue-and-groove.
In an embodiment of the present application, the step S102 includes.
A. Selecting the holes needing to be provided with the tongue-and-groove on the wall body based on the model, and storing the corresponding hole IDs into a set;
B. acquiring a cave entrance ID, and acquiring an intersection point value of a cave entrance custom surface and a wall model through a cave entrance API;
C. and obtaining the thickness value of the wall body, and combining the intersection values to obtain the tongue-and-groove three-dimensional contour point.
It should be noted that the custom surface refers to the type of the section at the rabbet, and the selectable type of the rabbet has four sides all being rabbet or three sides all being rabbet.
For example, a notch needing to arrange a tongue and groove is selected, and a notch ID is stored in a set; and acquiring a hole ID, acquiring an intersection value of a certain custom surface and the user-defined surface by using a hole API, and acquiring a wall thickness value, thereby acquiring a wall three-dimensional contour point set.
Specifically, the direction of the starting point and the end point of the wall body is taken as an X axis, the direction of the wall body from bottom to top is taken as a Y axis, the thickness direction is taken as a Z axis, and a coordinate system is arranged at the longitudinal middle position of the starting point of the wall body where the round points are arranged. The contour is actually a contour entity left by deleting an entity after entity cutting, and at the moment, a three-dimensional geometric point set of corner points of the entity contour can be obtained.
Step S103: and setting steel bar contour points according to the three-dimensional contour points of the tongue-and-groove.
In an embodiment of the present application, the step S103 includes:
A. setting contour points of a single main rib corresponding to the shape of the rabbet according to the three-dimensional contour points of the rabbet;
B. and setting a plurality of contour points corresponding to the U-shaped ribs and/or the pull ribs based on the contour points of each single main rib.
For example, a steel bar contour point is designed by a tongue-and-groove three-dimensional contour point to achieve a tongue-and-groove shape, for example, a single steel bar API interface needs to be introduced into a U-shaped steel bar, 4 contour points are introduced, two points are arranged on the edge of a hole, and the hole extends out of 2 points on the outer side.
Specifically, the geometric breakpoint set of the main reinforcement can be obtained through the API according to the created main reinforcement, the maximum boundary point of the stirrup can be obtained according to the starting point and the end point in the set, so that the extending point with the fixed length can be obtained by extending in the direction of the main reinforcement, the main reinforcement can be exactly hooped by the distance plane protection layer with the stirrup arranged at the moment, and the number is set according to the distance. The same principle of the hook drawing ribs is obtained to obtain the corner point set of the main ribs, so that boundary point ranges are taken out to carry out hook drawing, and the number is set according to the intervals.
Step S104: and respectively arranging main ribs, U-shaped ribs and pull hook ribs according to the tongue-and-groove reinforcement parameters and corresponding steel bar contour points according to different sections of the tongue-and-groove.
In an embodiment of the present application, the step S104 specifically includes:
A. determining four sections based on the three-dimensional groove and tongue contour points;
B. according to the tongue-and-groove reinforcement parameters and corresponding to the steel bar profile points, sequentially and circularly arranging main ribs, U-shaped ribs and pull hook ribs for each section of the tongue-and-groove;
C. and circularly arranging four sections of each rabbet for four times in sequence according to the steel bar arrangement mode in the previous step.
In short, four cross-section reinforcing steel bars are circularly arranged for four times under a large circulating body, and main reinforcements and U-shaped reinforcement lacing wires are circularly arranged for two times on each cross section. During modeling, a program needs to build a main reinforcement first and then obtains a corner point set from the main reinforcement. At this time, the boundary points of the U-shaped reinforcing steel bars and the pull hook bars are arranged according to the relevant contour points in the set.
For example, after the cutting line at the opening is obtained, the three-dimensional points of the cutting contour point can be obtained through the attributes of the cutting line, and therefore the reinforcing steel bars are arranged by taking two cutting lines as a section. In the cycle judgment, four sections are 4 times of large cycles, and each large cycle comprises a method for creating a steel bar inside, namely a main bar, a U-shaped bar and a hook bar.
It should be noted that the purpose of taking two by two as a cross section is: the creation position of the most adjacent section of a reinforcing steel bar boundary can be formed by adding the sections longitudinally parallel to the thickness direction and the section vertical to the thickness direction, and only one section can determine the section position of a complete opening, but the section of a tongue-and-groove cannot be determined.
In some examples, the symmetric edges illustrated in fig. 2 operate in the following manner: when the steel bar data are the same, the data on one side can be imported into the other side for modification and setting, so that the working efficiency is saved.
In some examples, the method function body set in the form of the back-end class library mainly comprises a method function of creating a tongue-and-groove group steel bar in the model, a method function of the selector and a method function of the main function. For example: 1) Method function of selector: selecting tongue-and-groove holes, and respectively storing IDs of the tongue-and-groove holes in the set; 2) Creating a tongue-and-groove group steel bar method function: designing an algorithm to obtain an object ID in a selector method, obtaining an object and calculating a tongue-and-groove profile, designing profile points of a single steel bar by the profile points to achieve the shape of the tongue-and-groove, and performing delicate cyclic algorithm control to arrange the whole tongue-and-groove steel bars according to types; 3) Method function of the master function: and calling a selector method function to obtain the ID of the selected object, obtaining data information of a front-end parameter interface, and transmitting parameter values of a tongue-and-groove group steel bar creating method function, thereby designing a while loop and if judgment statement to control the regularity of group tongue-and-groove.
The invention uses C # development tongue-and-groove modeling tool, the front end and the back end are tested in a circulating and interactive way during the period, the wall tongue-and-groove rule is skillfully integrated into the wall tongue-and-groove modeling tool, because in Tekla software, the wall tongue-and-groove modeling is difficult, even only one tongue-and-groove steel bar can be drawn, and the rib arrangement of the wall tongue-and-groove in the complex engineering is complex and variable, the modeling tool makes up the function of the tongue-and-groove module in the Tekla steel bar modeling extremely, so that the modeling is more precise and efficient.
As shown in fig. 3, a schematic diagram of a tool design and implementation flow corresponding to the method of the present application is shown, for example:
1) Collecting the wallboard hook steel bars regularly;
2) A C # development tongue-and-groove modeling tool is used, a front end and a rear end are subjected to cyclic interaction testing during the period, wall tongue-and-groove rules are skillfully integrated into the wall tongue-and-groove modeling tool, and because in Tekla software, wall tongue-and-groove modeling is difficult, even tongue-and-groove can be drawn one by one, and wall tongue-and-groove is an independent steel bar rule in complex engineering, the modeling tool makes up the functions of a tongue-and-groove module in Tekla steel bar modeling to the utmost extent, so that modeling is more precise and efficient. FIG. 4 is a diagram of the actual modeling effect of the modeling tool;
3) After the modeling tool is developed, the steel bar deepening model is efficiently and accurately built, and an examiner examines whether the model is accurate or not, and returns to modify if the model is not qualified until the model is examined and qualified;
4) Various practical lists and steel bar engineering quantities can be extracted from the qualified accurate model. For example, a purchasing list of financial facilities is subjected to subsequent designation of a purchasing plan-material entering into a factory, and a reinforcing steel bar processing-field use can be performed on a processing material list of field construction, and a reinforcing steel bar processing drawing can be deepened in a drawing layout page.
As shown in fig. 5, a schematic block diagram of a complex rebar engineering tongue and groove modeling apparatus according to an embodiment of the present invention is shown, where, as shown in the drawing, the complex rebar engineering tongue and groove modeling apparatus 500 includes:
the parameter module 501 is used for acquiring a model of a complex steel bar project and steel bar data information, and acquiring tongue-and-groove reinforcement parameters;
the processing module 502 is used for selecting the tongue and groove to be arranged on the wall body and acquiring a tongue and groove three-dimensional contour point; setting steel bar contour points according to the three-dimensional contour points of the rabbet; and respectively arranging main ribs, U-shaped ribs and pull hook ribs according to the tongue-and-groove reinforcement parameters and corresponding steel bar contour points according to different sections of the tongue-and-groove.
It is understood that the apparatus 500 can implement the complex rebar engineering tongue and groove modeling method as shown in fig. 1 through the operation of the modules.
It should be noted that the division of each module of the above apparatus is only a logical division, and all or part of the actual implementation may be integrated into one physical entity or may be physically separated. And these modules can be realized in the form of software called by processing element; or may be implemented entirely in hardware; and part of the modules can be realized in the form of calling software by the processing element, and part of the modules can be realized in the form of hardware. For example, the processing module 502 may be a separate processing element, or may be integrated into a chip of the apparatus, or may be stored in a memory of the apparatus in the form of program code, and a processing element of the apparatus calls and executes the functions of the processing module 502. Other modules are implemented similarly. In addition, all or part of the modules can be integrated together or can be independently realized. The processing element described herein may be an integrated circuit having signal processing capabilities. In implementation, each step of the above method or each module above may be implemented by an integrated logic circuit of hardware in a processor element or an instruction in the form of software.
For example, the above modules may be one or more integrated circuits configured to implement the above methods, such as: one or more Application Specific Integrated Circuits (ASICs), or one or more microprocessors (DSPs), or one or more Field Programmable Gate Arrays (FPGAs), among others. For another example, when one of the above modules is implemented in the form of a Processing element scheduler code, the Processing element may be a general-purpose processor, such as a Central Processing Unit (CPU) or other processor capable of calling program code. For another example, these modules may be integrated together and implemented in the form of a system-on-a-chip (SOC).
As shown in fig. 6, which illustrates a schematic structural diagram of a computer device in an embodiment of the present invention, as shown in the drawing, the computer device 600 includes: a memory 601, and a processor 602. The memory 601 stores a computer program, and the processor 602 executes the computer program to implement the complex rebar engineering tongue and groove modeling method as shown in fig. 1.
The Memory 601 may include a Random Access Memory (RAM), and may further include a non-volatile Memory (non-volatile Memory), such as at least one disk Memory.
The Processor 602 may be a general-purpose Processor, and includes a Central Processing Unit (CPU), a Network Processor (NP), and the like; the Integrated Circuit may also be a Digital Signal Processor (DSP), an Application Specific Integrated Circuit (ASIC), a Field Programmable Gate Array (FPGA) or other Programmable logic device, a discrete Gate or transistor logic device, or a discrete hardware component.
In an embodiment of the present invention, a computer-readable storage medium stores a data transmission program, and the data transmission program, when executed by a processor, implements the complex rebar engineering tongue and groove modeling method as shown in fig. 1.
The computer-readable storage medium, as will be appreciated by one of ordinary skill in the art: all or a portion of the steps of implementing the above-described method embodiments may be performed by hardware associated with a computer program. The aforementioned image processing program may be stored in a computer-readable storage medium. When executed, the program performs steps comprising the method embodiments described above; and the aforementioned storage medium includes: various media that can store program codes, such as ROM, RAM, magnetic or optical disks.
These computer program programs may also be loaded onto a computer or other programmable data processing apparatus to cause a series of operational steps to be performed on the computer or other programmable apparatus to produce a computer implemented process such that the instructions which execute on the computer or other programmable apparatus provide steps for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
Computer-readable media, including both non-transitory and non-transitory, removable and non-removable media, may implement information storage by any method or technology. The information may be computer readable instructions, data structures, modules of a program, or other data. Examples of computer storage media 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 memory technology, compact disc read only memory (CD-ROM), digital Versatile Discs (DVD) or other optical storage, magnetic cassettes, magnetic tape disk storage or other magnetic storage devices, or any other non-transmission medium that can be used to store information that can be accessed by a computing device. As defined herein, a computer readable medium does not include a transitory computer readable medium such as a modulated data signal and a carrier wave.
In conclusion, the invention provides a complex steel bar engineering tongue-and-groove modeling method, a device, equipment and a medium, which can effectively overcome various defects in the prior art and have high industrial utilization value.
The foregoing embodiments are merely illustrative of the principles and utilities of the present invention and are not intended to limit the invention. Those skilled in the art can modify or change the above-described embodiments without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which can be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.

Claims (9)

1. A complex steel bar engineering tongue-and-groove modeling method is characterized by comprising the following steps:
obtaining a model of a complex steel bar project and steel bar data information, and obtaining tongue-and-groove reinforcement parameters;
selecting a tongue-and-groove to be arranged on a wall body, and acquiring a three-dimensional contour point of the tongue-and-groove;
setting steel bar contour points according to the three-dimensional contour points of the tongue-and-groove;
and respectively arranging main ribs, U-shaped ribs and pull hook ribs according to the tongue-and-groove reinforcement parameters and corresponding steel bar contour points according to different sections of the tongue-and-groove.
2. The complex rebar engineering tongue and groove modeling method according to claim 1, wherein the rebar in the complex rebar engineering is arranged according to regions, and a wall body is provided with a plurality of rows of rebars; the entrance to a cave structure on the wall body includes: any one of square, round, peep window, tongue-and-groove and oblique edge.
3. The complex rebar engineering tongue-and-groove modeling method of claim 1, wherein the tongue-and-groove reinforcement parameters comprise: the main ribs, the U-shaped ribs, the pull hook ribs and the embedded ribs of the tongue-and-groove, the number, the size, the grade and the interval of the embedded ribs and a protective layer attached to a wall body; and/or the bending angle, radius and length of the tail end of the starting point and the terminal point of each main rib.
4. The complex steel bar engineering rabbet modeling method of claim 1, wherein the tongue-and-groove required to be arranged on the wall body is selected, and a tongue-and-groove three-dimensional contour point is obtained, and the method comprises the following steps:
selecting the holes needing to be provided with the tongue-and-groove on the wall body based on the model, and storing the corresponding hole IDs into a set;
acquiring a cave entrance ID, and acquiring an intersection point value of a cave entrance custom surface and a wall model through a cave entrance API;
and acquiring a wall thickness value, and combining the intersection values to obtain a tongue-and-groove three-dimensional contour point.
5. The complicated steel bar engineering rabbet modeling method of claim 1, wherein said setting of steel bar profile points according to each of said rabbet three-dimensional profile points comprises:
setting contour points of a single main rib corresponding to the shape of the rabbet according to the three-dimensional contour points of the rabbet;
and setting a plurality of contour points corresponding to the U-shaped ribs and/or the pull ribs based on the contour points of each single main rib.
6. The complicated rebar engineering rabbet modeling method according to claim 1, wherein the arrangement of main ribs, U-shaped ribs and pull hook ribs according to different sections of each rabbet and corresponding to the profile points of the steel bars according to rabbet reinforcing parameters comprises the following steps:
determining four sections based on the three-dimensional contour points of the rabbet;
according to the tongue-and-groove reinforcement parameters and corresponding to the reinforcement profile points, sequentially and circularly arranging main reinforcements, U-shaped reinforcements and hook reinforcements aiming at each section of the tongue-and-groove;
and sequentially and circularly arranging the four sections of the tongue-and-groove four times according to the arrangement mode of the steel bars in the previous step.
7. A complicated steel bar engineering tongue-and-groove modeling device is characterized by comprising:
the parameter module is used for acquiring a model and steel bar data information of a complex steel bar project and acquiring tongue-and-groove reinforcement parameters;
the processing module is used for selecting the tongue-and-groove to be arranged on the wall body and acquiring a three-dimensional contour point of the tongue-and-groove; setting steel bar contour points according to the three-dimensional contour points of the rabbet; and respectively arranging main ribs, U-shaped ribs and hook ribs according to different sections of the tongue-and-groove and according to the tongue-and-groove reinforcement parameters and corresponding reinforcement profile points.
8. A computer device, the device comprising: a memory and a processor; the memory stores a computer program that is executed by the processor to implement the method of any of claims 1-6.
9. A computer-readable storage medium, on which a computer program is stored which, when being executed by a processor, carries out the method according to any one of claims 1 to 6.
CN202210992568.0A 2022-08-18 2022-08-18 Complex steel bar engineering tongue-and-groove modeling method, device, equipment and medium Pending CN115481466A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210992568.0A CN115481466A (en) 2022-08-18 2022-08-18 Complex steel bar engineering tongue-and-groove modeling method, device, equipment and medium

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210992568.0A CN115481466A (en) 2022-08-18 2022-08-18 Complex steel bar engineering tongue-and-groove modeling method, device, equipment and medium

Publications (1)

Publication Number Publication Date
CN115481466A true CN115481466A (en) 2022-12-16

Family

ID=84422992

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210992568.0A Pending CN115481466A (en) 2022-08-18 2022-08-18 Complex steel bar engineering tongue-and-groove modeling method, device, equipment and medium

Country Status (1)

Country Link
CN (1) CN115481466A (en)

Similar Documents

Publication Publication Date Title
CN103093036B (en) Work pieces process emulation
CN112669463B (en) Method for reconstructing curved surface of three-dimensional point cloud, computer device and computer-readable storage medium
US20060129259A1 (en) Automatic calculation of minimum and maximum tolerance stack
JPH06139212A (en) Method for evaluating data division pattern for distributed storage type parallel computer, parallel program generating method using the same, and method for estimating program execution time for the same
CN105761303A (en) Creation Of Bounding Boxes On 3d Modeled Assembly
CN104182571B (en) Kriging interpolation methods based on Delaunay and GPU
KR20110049644A (en) Structured grids and graph traversal for image processing
Avril et al. Fast collision culling in large-scale environments using GPU mapping function
CN112948914A (en) Method for automatically generating beam reinforcement map, processing device and storage medium
Guidolin et al. CADDIES: a new framework for rapid development of parallel cellular automata algorithms for flood simulation
CN114861500A (en) Method and system for automatically generating tunnel structure finite element model based on three-dimensional point cloud
JP2004038630A (en) Numerical analysis device using mixed lattice type solution-adaptive lattice approach
CN104915053A (en) Position determining method and device for interface controls
CN113792458A (en) Method and device for optimizing finite element triangular mesh
CN115481466A (en) Complex steel bar engineering tongue-and-groove modeling method, device, equipment and medium
CN115408859A (en) Parameter analysis method, device, medium and equipment based on global sensitivity analysis
CN115481464A (en) Method, device, equipment and medium for building complex reinforced engineering wall joint part
CN115481465A (en) Complicated steel bar engineering material breaking method, device, equipment and medium
CN114595612A (en) Reinforcement calculation method and system for stressed member based on entity unit integral path
US8549456B2 (en) System and method for circuit design floorplanning
Srikanth et al. Parallelizing two dimensional convex hull on NVIDIA GPU and Cell BE
Beneš et al. Symbolic coloured SCC decomposition
CN109949420A (en) Delaunay Triangulation mesh refinement method, GPU and system suitable for GPU
CN115543325B (en) Graphical programming interface layout optimization method, system, terminal and medium
CN113793352B (en) Laser filling method and device for single-layer outline pattern based on contour lines

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination