CN113779669A - Wall column reinforcement map automatic generation method, storage medium and terminal equipment - Google Patents
Wall column reinforcement map automatic generation method, storage medium and terminal equipment Download PDFInfo
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Abstract
The invention discloses an automatic generation method of a wall column reinforcement map, a storage medium and a terminal device, wherein the method comprises the following steps: acquiring the reinforcement area of the wall column, and determining a wall column positioning diagram according to the reinforcement area of the wall column; determining the section size of the wall column and corresponding steel bar information according to the wall column positioning diagram; and determining the number of the steel bars and the section size according to the steel bar information, determining steel bar positioning points, and drawing a wall column reinforcement map. The method can automatically generate the wall column reinforcement map, and the generated wall column reinforcement map can be automatically adjusted based on the reinforcement modifying tool, so that the consistency of the map model is ensured.
Description
Technical Field
The invention relates to the technical field of building design, in particular to an automatic generation method of a wall column reinforcement map, a storage medium and a terminal device.
Background
The wall column reinforcement map is a two-dimensional graph used for representing column section reinforcement, corresponds to column sections and reinforcement in the wall column positioning map, and can be conveniently generated by using plug-in units in a revit (a building information model is constructed for helping architectural designers to design, build and maintain buildings with better quality and higher energy efficiency), but the wall column reinforcement map is difficult to generate, and the problem that the reinforcement map and the model are linked can be well solved by no plug-in unit at present.
Thus, there is a need for improvements and enhancements in the art.
Disclosure of Invention
The invention aims to solve the technical problems that a method for automatically generating a wall stud reinforcement map, a storage medium and a terminal device are provided aiming at overcoming the defects in the prior art, and the problem that the reinforcement map is linked with a model can be well solved by no plug-in unit in the prior art.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows:
in a first aspect, the present invention provides an automatic generation method for a wall stud reinforcement map, wherein the method includes:
acquiring the reinforcement area of the wall column, and determining a wall column positioning diagram according to the reinforcement area of the wall column;
determining the section size of the wall column and corresponding steel bar information according to the wall column positioning diagram;
and determining the number of the steel bars and the section size according to the steel bar information, determining steel bar positioning points, and drawing a wall column reinforcement map.
In one implementation, the obtaining the area of the wall stud reinforcement and determining the wall stud positioning map according to the area of the wall stud reinforcement includes:
calculating the reinforcement area of the wall column through a preset application program;
and establishing the wall column positioning diagram based on the wall column reinforcement area.
In one implementation manner, the determining the number of the reinforcing steel bars and the section size according to the reinforcing steel bar information and determining the positioning points of the reinforcing steel bars includes:
generating column surface information according to the wall column section size, the reinforcing steel bar information and the selected floor information;
calling a preset table family according to the column table information, and determining the number of the reinforcing steel bars and the size of the section;
and calculating the positioning point of the steel bar according to the number of the steel bars and the size of the section.
In one implementation, the method further comprises:
and drawing a stirrup splitting diagram, and placing the wall column reinforcement diagram and the stirrup splitting diagram together in column list information.
In one implementation, the method further comprises:
and acquiring a form reinforcement tool, modifying the reinforcement data in the form information according to the form reinforcement tool, wherein the reinforcement data comprises reinforcement styles and reinforcement parameters, and synchronously modifying the wall column reinforcement map.
In one implementation, the modifying the rebar data in the table information according to the table rebar changing tool includes:
selecting a structural column or edge member in plan view;
calling the form rib-changing tool and popping a rib-changing interface;
and modifying the rebar data in the table information on the rebar changing interface.
In one implementation, the method further comprises:
and acquiring a graph reinforcement-changing tool, modifying the arrangement of the steel bars in the graph information according to the graph reinforcement-changing tool, wherein the arrangement of the steel bars comprises steel bar values and steel bar parameters, and synchronously modifying the wall column reinforcement-distribution diagram.
In one implementation, the modifying the bar arrangement in the graphic information according to the graphic bar-changing tool includes:
acquiring a section in the column table information;
calling the graphic bar changing tool and popping up a bar changing interface;
and modifying the arrangement of the steel bars in the cross section on the reinforcing bar changing interface.
In a second aspect, an embodiment of the present invention further provides a terminal device, where the terminal device includes a memory, a processor, and an automatic generation program of a wall stud reinforcement map, which is stored in the memory and is executable on the processor, and when the processor executes the automatic generation program of the wall stud reinforcement map, the step of implementing the automatic generation method of the wall stud reinforcement map according to any one of the above schemes is implemented.
In a third aspect, an embodiment of the present invention further provides a computer-readable storage medium, where an automatic generation program of a wall stud reinforcement map is stored in the computer-readable storage medium, and when the automatic generation program of the wall stud reinforcement map is executed by a processor, the steps of the automatic generation method of the wall stud reinforcement map in any one of the above-mentioned schemes are implemented.
Has the advantages that: compared with the prior art, the invention provides an automatic generation method of a wall column reinforcement map. And then determining the section size of the wall column and corresponding steel bar information according to the wall column positioning diagram. And finally, determining the number of the steel bars and the section size according to the steel bar information, determining steel bar positioning points, and drawing a wall column reinforcement map. The method can automatically generate the wall column reinforcement map, and the generated wall column reinforcement map can be automatically adjusted based on the reinforcement modifying tool, so that the consistency of the map model is ensured.
Drawings
Fig. 1 is a flowchart of a specific implementation of a method for automatically generating a wall stud reinforcement map according to an embodiment of the present invention.
Fig. 2 is a schematic view of a rib-modifying interface in a table rib-modifying tool in the automatic generation method of the wall column rib-matching diagram according to the embodiment of the present invention.
Fig. 3 is a schematic view of a reinforcement modification interface in the graphic reinforcement modification tool in the method for automatically generating a wall column reinforcement map according to the embodiment of the present invention.
Fig. 4 is a system framework diagram of an automatic generation system of a wall stud reinforcement map according to an embodiment of the present invention.
Fig. 5 is a schematic block diagram of an internal structure of a terminal device according to an embodiment of the present invention.
Detailed Description
In order to make the objects, technical solutions and effects of the present invention clearer and clearer, the present invention is further described in detail below with reference to the accompanying drawings and examples. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The wall column reinforcement map is a two-dimensional graph used for representing column section reinforcement, corresponds to column sections and reinforcement in the wall column positioning map, and can be conveniently generated by using an insert in a revit (a building which is constructed for a building information model and used for helping a building designer to design, build and maintain a building with better quality and higher energy efficiency), but the wall column reinforcement map is difficult to generate, and the problem of linkage between the reinforcement map and the model can be well solved by no insert at present. At present, designers model in revit to create a wall column positioning diagram, but still adopt a CAD wall column reinforcement diagram for the following reasons: 1. the wall column reinforcement map is generated in the revit, the linkage of the reinforcement parameters in the member and the reinforcement values in the wall column reinforcement map needs to be ensured, and the parameters in the member and the reinforcement in the wall column reinforcement map can be modified in time and synchronously. 2. The CAD can automatically generate the wall column reinforcement map by the mature plug-in unit, and the generated reinforcement map has high accuracy, small change and convenient modification. 3. The wall column reinforcing bars automatically generated by the program cannot completely meet the project requirements, and the reinforcing bars are not convenient to modify in revit as compared with CAD. 4. The wall column large sample graph in Revit also adopts a two-dimensional graph form, and is the same as CAD, so that the advantages of BIM are not reflected, the steps are more complicated, and the accuracy is reduced.
After the BIM modeling is adopted, the wall column positioning diagram is required to be output in the BIM model for the following reasons: 1. and the graph-model linkage is ensured, and repeated modification is avoided (the model is modified again in the CAD drawing after being modified). 2. And (4) ensuring the integrity of model data (if the wall column reinforcement is generated by adopting CAD, column reinforcement parameters are lacked in the BIM model). 3. And the BIM forward design of the whole process is realized.
Therefore, the embodiment provides an automatic generation method of a wall stud reinforcement map, and specifically as shown in fig. 1, the automatic generation method of a wall stud reinforcement map in the embodiment can be applied to a terminal device, and the terminal device can be an intelligent product such as a computer, a tablet, a mobile phone, and the like. As shown in fig. 1, the automatic generation method of the wall stud reinforcement map of the embodiment includes the following steps:
and S100, acquiring the reinforcement area of the wall column, and determining a wall column positioning diagram according to the reinforcement area of the wall column.
Specifically, the present embodiment may calculate the area of the wall stud reinforcement through a preset application program. And then, creating the wall column positioning diagram based on the wall column reinforcement area. For example, in revit, a wall stud positioning map is created by introducing stud reinforcement areas.
And S200, determining the section size of the wall column and corresponding steel bar information according to the wall column positioning diagram.
And S300, determining the number of the steel bars and the section size according to the steel bar information, determining steel bar positioning points, and drawing a wall column reinforcement map.
Specifically, in this embodiment, the column cross-sectional size and the reinforcing steel bar information are read from the wall column positioning diagram, and then the column table information is generated according to the wall column cross-sectional size, the reinforcing steel bar information, and the selected floor information. And then calling a preset table family according to the column table information, and determining the number of the reinforcing steel bars and the section size. And finally, calculating the positioning point of the steel bar according to the number of the steel bars and the size of the section. And drawing a stirrup splitting diagram, and placing the wall column reinforcement diagram and the stirrup splitting diagram together in column list information.
Then, the embodiment obtains a form reinforcement tool, modifies the reinforcement data in the form information according to the form reinforcement tool, wherein the reinforcement data includes reinforcement styles and reinforcement parameters, and synchronously modifies the wall column reinforcement map.
In particular, this embodiment selects either structural columns or edge members in plan view; and calling the form reinforcement changing tool, and popping up a reinforcement changing interface, wherein the reinforcement changing interface is shown in fig. 2, and reinforcement data in the form information is modified on the reinforcement changing interface. Because the reinforcement parameters, the geometric information and the calculation data of each layer of the column are displayed on the reinforcement modification interface, when a user modifies the reinforcement parameters on the reinforcement modification interface, the corresponding reinforcement parameters in the column table information can be modified synchronously, thereby avoiding the condition of missing modification or wrong modification and ensuring the consistency of the drawing model.
In another implementation manner, this embodiment may further obtain a graph reinforcement tool, modify the arrangement of the rebars in the graph information according to the graph reinforcement tool, where the arrangement of the rebars includes a rebar value and a rebar parameter, and synchronously modify the wall column reinforcement map.
Specifically, the present embodiment acquires a section in the bar chart information; then, calling the graphic bar changing tool and popping up a bar changing interface; this rebar interface modifies the placement of the rebar in the cross-section at the rebar interface as shown in fig. 3. The user can select a certain column reinforcement section in a frame or select the outline of a certain column section, click (section reinforcement) to pop up a reinforcement modification interface in the figure 3, and the reinforcement section of the column is displayed on the left side of the reinforcement modification interface. The interaction of a left graphic interface is activated through a button in a bar changing interface, a [ selection clear ] button can be activated to select and delete a figure in the left interface, a [ single longitudinal bar ]/[ two-point longitudinal bar ]/[ closed stirrup ]/[ tie bar ] button can be activated to select and draw a figure in the left interface, a [ lead line ]/[ rectangular frame ] button can be activated to click a line in the interface at will, and a [ steel bar character ] button can click a character in the bar changing interface at will. When the outer hoop is selected, the outermost hoop needs to be automatically generated according to the outer contour of the graph. And clicking (determining) after modification, updating the section into the column table, calculating the number of longitudinal ribs, and updating the longitudinal rib value in the column table information and the longitudinal rib parameter of the column with the same number in the elevation range of the column table if the number of the longitudinal ribs is changed. When the command of the single longitudinal rib is used, the position of the placed single longitudinal rib needs to be corrected, the outer side of the column closest to the dot is found, whether the distance is within the range of +/-50 mm of the thickness of the protection layer is judged, and if the distance is within the range, the distance is moved to the thickness of the protection layer outside the column and is aligned with other dots. And judging whether the dots and the surrounding dots are on the same straight line or not, wherein the error range is +/-50 mm, and if the error range is within, moving the dots in one direction to be aligned with the surrounding dots. According to the embodiment, the column reinforcement bar can be modified in a linkage mode after the column table information is generated, when reinforcement bar parameters are modified, the form of the section of the reinforcement bar in the column table information can be changed synchronously, and the display style of the section of the reinforcement bar in the column table information can be modified rapidly.
In summary, in the embodiment, the area of the reinforcement of the wall column is first obtained, and the wall column positioning diagram is determined according to the area of the reinforcement of the wall column. And then determining the section size of the wall column and corresponding steel bar information according to the wall column positioning diagram. And finally, determining the number of the steel bars and the section size according to the steel bar information, determining steel bar positioning points, and drawing a wall column reinforcement map. This embodiment can generate the wall post arrangement of reinforcement picture automatically to the wall post arrangement of reinforcement picture that generates can be adjusted based on changing the muscle instrument automatically, guarantees drawing die uniformity.
Based on the above embodiment, the present invention further provides an automatic generation system of a wall column reinforcement diagram, as shown in fig. 4, the system includes: the device comprises a wall column positioning diagram determining module 10, a reinforcing steel bar information determining module 20 and a wall column reinforcing steel bar diagram generating module 30. Specifically, the wall stud positioning map determining module 10 obtains the area of the wall stud reinforcement, and determines the wall stud positioning map according to the area of the wall stud reinforcement. And the reinforcing steel bar information determining module 20 is configured to determine the cross-sectional size of the wall column and corresponding reinforcing steel bar information according to the wall column positioning diagram. And the wall column reinforcement map generation module 30 is configured to determine the number of the reinforcements and the section size according to the reinforcement information, determine reinforcement positioning points, and draw a wall column reinforcement map.
In one implementation, the wall stud map determination module 10 includes:
the wall column reinforcement area determining unit is used for calculating the wall column reinforcement area through a preset application program;
and the wall column positioning diagram creating unit is used for creating the wall column positioning diagram based on the wall column reinforcement area.
In one implementation, the wall stud reinforcement map generation module 30 includes:
the column table information generating unit is used for generating column table information according to the wall column section size, the reinforcing steel bar information and the selected floor information;
the steel bar data determining unit is used for calling a preset table family according to the column table information and determining the number of the steel bars and the section size;
and the steel bar positioning point determining unit is used for calculating the steel bar positioning points according to the number of the steel bars and the section size.
In one implementation, the system further comprises:
and the stirrup splitting diagram determining module is used for drawing the stirrup splitting diagram and placing the wall column reinforcement diagram and the stirrup splitting diagram together in the column table information.
In one implementation, the system further comprises:
and the first reinforcement changing module is used for acquiring a form reinforcement changing tool, modifying reinforcement data in the form information according to the form reinforcement changing tool, wherein the reinforcement data comprises reinforcement styles and reinforcement parameters, and synchronously modifying the wall column reinforcement distribution diagram.
In one implementation, the first rebars module includes:
a selection unit for selecting the structural column or the edge member in a plan view;
the interface popup unit is used for calling the form rib-changing tool and popping a rib-changing interface;
and the bar changing unit is used for changing the bar data in the form information on the bar changing interface.
In one implementation, the system further comprises:
and the second rebar changing module is used for acquiring a graph rebar changing tool, modifying rebar arrangement in the graph information according to the graph rebar changing tool, wherein the rebar arrangement comprises rebar values and rebar parameters, and synchronously modifying the wall column rebar distribution diagram.
In one implementation, the second rebars module includes:
the section selecting unit is used for acquiring a section in the column table information;
the rib-changing interface unit is used for calling the graphic rib-changing tool and popping up a rib-changing interface;
and the rebar changing operation unit is used for modifying the arrangement of the rebars in the cross section on the rebar changing interface.
The invention also discloses a terminal device, and the functional block diagram can be shown in fig. 5. The terminal equipment comprises a processor, a memory, a network interface, a display screen and a temperature sensor which are connected through a system bus. Wherein the processor of the terminal device is configured to provide computing and control capabilities. The memory of the terminal equipment comprises a nonvolatile storage medium and an internal memory. The non-volatile storage medium stores an operating system and a computer program. The internal memory provides an environment for the operation of an operating system and computer programs in the non-volatile storage medium. The network interface of the terminal device is used for connecting and communicating with an external terminal through a network. The computer program is executed by a processor to realize an automatic generation method of the wall stud reinforcement map. The display screen of the terminal equipment can be a liquid crystal display screen or an electronic ink display screen, and the temperature sensor of the terminal equipment is arranged in the terminal equipment in advance and used for detecting the operating temperature of the internal equipment.
It will be understood by those skilled in the art that the block diagram of fig. 5 is only a block diagram of a part of the structure related to the solution of the present invention, and does not constitute a limitation to the terminal device to which the solution of the present invention is applied, and a specific terminal device may include more or less components than those shown in the figure, or may combine some components, or have different arrangements of components.
In one embodiment, a terminal device is provided, where the terminal device includes a memory, a processor, and an automatic wall stud reinforcement map generation program stored in the memory and executable on the processor, and when the processor executes the automatic wall stud reinforcement map generation program, the following operation instructions are implemented:
acquiring the reinforcement area of the wall column, and determining a wall column positioning diagram according to the reinforcement area of the wall column;
determining the section size of the wall column and corresponding steel bar information according to the wall column positioning diagram;
and determining the number of the steel bars and the section size according to the steel bar information, determining steel bar positioning points, and drawing a wall column reinforcement map.
It will be understood by those skilled in the art that all or part of the processes of the methods of the embodiments described above can be implemented by hardware instructions of a computer program, which can be stored in a non-volatile computer-readable storage medium, and when executed, can include the processes of the embodiments of the methods described above. Any reference to memory, storage, databases, or other media used in embodiments provided herein may include non-volatile and/or volatile memory. Non-volatile memory can include read-only memory (ROM), Programmable ROM (PROM), Electrically Programmable ROM (EPROM), Electrically Erasable Programmable ROM (EEPROM), or flash memory. Volatile memory can include Random Access Memory (RAM) or external cache memory. By way of illustration and not limitation, RAM is available in a variety of forms such as Static RAM (SRAM), Dynamic RAM (DRAM), Synchronous DRAM (SDRAM), Double Data Rate SDRAM (DDRSDRAM), Enhanced SDRAM (ESDRAM), Synchronous Link DRAM (SLDRAM), Rambus Direct RAM (RDRAM), direct bus dynamic RAM (DRDRAM), and memory bus dynamic RAM (RDRAM).
In summary, the present invention discloses an automatic generation method of a wall stud reinforcement map, a storage medium and a terminal device, wherein the method includes: acquiring the reinforcement area of the wall column, and determining a wall column positioning diagram according to the reinforcement area of the wall column; determining the section size of the wall column and corresponding steel bar information according to the wall column positioning diagram; and determining the number of the steel bars and the section size according to the steel bar information, determining steel bar positioning points, and drawing a wall column reinforcement map. The method can automatically generate the wall column reinforcement map, and the generated wall column reinforcement map can be automatically adjusted based on the reinforcement modifying tool, so that the consistency of the map model is ensured.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (10)
1. A method for automatically generating a wall column reinforcement map is characterized by comprising the following steps:
acquiring the reinforcement area of the wall column, and determining a wall column positioning diagram according to the reinforcement area of the wall column;
determining the section size of the wall column and corresponding steel bar information according to the wall column positioning diagram;
and determining the number of the steel bars and the section size according to the steel bar information, determining steel bar positioning points, and drawing a wall column reinforcement map.
2. The method for automatically generating the wall stud reinforcement map according to claim 1, wherein the step of acquiring the area of the wall stud reinforcement and determining the wall stud positioning map according to the area of the wall stud reinforcement comprises the following steps:
calculating the reinforcement area of the wall column through a preset application program;
and establishing the wall column positioning diagram based on the wall column reinforcement area.
3. The method for automatically generating the wall column reinforcement map according to claim 1, wherein the determining the number of the reinforcements and the section size according to the reinforcement information and determining the reinforcement positioning points comprises:
generating column surface information according to the wall column section size, the reinforcing steel bar information and the selected floor information;
calling a preset table family according to the column table information, and determining the number of the reinforcing steel bars and the size of the section;
and calculating the positioning point of the steel bar according to the number of the steel bars and the size of the section.
4. The method for automatically generating the wall stud reinforcement map according to claim 3, further comprising:
and drawing a stirrup splitting diagram, and placing the wall column reinforcement diagram and the stirrup splitting diagram together in column list information.
5. The method for automatically generating the wall stud reinforcement map according to claim 3, further comprising:
and acquiring a form reinforcement tool, modifying the reinforcement data in the form information according to the form reinforcement tool, wherein the reinforcement data comprises reinforcement styles and reinforcement parameters, and synchronously modifying the wall column reinforcement map.
6. The method for automatically generating the wall stud reinforcement map according to claim 5, wherein the modifying the reinforcement data in the form information according to the form reinforcement tool comprises:
selecting a structural column or edge member in plan view;
calling the form rib-changing tool and popping a rib-changing interface;
and modifying the rebar data in the table information on the rebar changing interface.
7. The method for automatically generating the wall stud reinforcement map according to claim 3, further comprising:
and acquiring a graph reinforcement-changing tool, modifying the arrangement of the steel bars in the graph information according to the graph reinforcement-changing tool, wherein the arrangement of the steel bars comprises steel bar values and steel bar parameters, and synchronously modifying the wall column reinforcement-distribution diagram.
8. The method for automatically generating the wall column reinforcement map according to claim 7, wherein the modifying the arrangement of the reinforcements in the graphic information according to the graphic reinforcement tool comprises:
acquiring a section in the column table information;
calling the graphic bar changing tool and popping up a bar changing interface;
and modifying the arrangement of the steel bars in the cross section on the reinforcing bar changing interface.
9. A terminal device, characterized in that the terminal device comprises a memory, a processor and a program for automatically generating a wall stud reinforcement map, which is stored in the memory and can run on the processor, and when the processor executes the program for automatically generating a wall stud reinforcement map, the steps of the method for automatically generating a wall stud reinforcement map according to any one of claims 1 to 8 are implemented.
10. A computer-readable storage medium, wherein the computer-readable storage medium has stored thereon an automatic generation program of a wall stud map, which when executed by a processor, implements the steps of the automatic generation method of a wall stud map according to any one of claims 1 to 8.
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