Method, device and computer equipment for producing construction drawings of wall columns

Abstract

The present invention discloses a method, device, and computer equipment for producing construction drawings for wall columns. The method comprises importing structural calculation results from structural calculation software; generating reinforcement results based on the structural calculation results; obtaining point coordinates of the wall columns within the plane of a drawing view based on the structural calculation results; masking and marking the wall columns based on the obtained point coordinates; and drawing a construction drawing of the wall columns within the plane of the drawing view to mark the reinforcement results, wherein drawing the construction drawing of the wall columns includes drawing detailed lines or tables. By providing a method for quickly, accurately, and fully automatedly generating reinforcement drawings for wall columns, the present invention automatically marks reinforcement information for the wall columns, thereby improving the accuracy and efficiency of drawing production.

Description

Technical Field

[0001] The present invention relates to the field of building information technology, and in particular to a method and device for producing construction drawings of wall columns, and computer equipment. Background Art

[0002] Building Information Modeling (BIM) is a new tool in architecture, engineering, and civil engineering. It describes computer-aided design (CAD) related to architecture that primarily uses 3D graphics and is object-oriented. Autodesk Revit, a 3D design software application, is a commonly used BIM modeling software. Currently, Revit is capable of designing simple architectural geometry.

[0003] Currently, structural drawings based on BIM, such as those produced using Revit, generally employ the planar design method (Pingfa) for architectural structural construction drawings. This method directly expresses the dimensions and reinforcement of structural components on the structural plan layout. Pingfa construction drawings, however, are designed using two-dimensional graphic files, typically developed using AutoCAD (computer-aided design software). These drawings require manual insertion of reinforcement information and interaction with Revit. This process is tedious, prone to errors, and inconvenient for user verification. It no longer meets the urgent demands of designers and construction personnel for accurate and efficient drawings. Summary of the Invention

[0004] The present invention provides a method, device and computer equipment for producing construction drawings of wall columns. By providing a method for quickly, accurately and fully automatically generating reinforcement drawings of wall columns, the reinforcement information of wall columns is automatically marked, thereby improving the accuracy and efficiency of drawing production.

[0005] An embodiment of the present invention provides a method for producing a construction drawing of a wall column, comprising: importing structural calculation results of structural calculation software; generating reinforcement results based on the structural calculation results; obtaining the point coordinates of the wall column in the plane of a drawing view based on the structural calculation results; drawing a mask and marking key points on the wall column based on the obtained point coordinates; and drawing a construction drawing of the wall column in the plane of the drawing view to mark the reinforcement results, wherein drawing the construction drawing of the wall column includes drawing detailed lines or drawing a table.

[0006] Furthermore, drawing the construction drawing of the wall column includes drawing the steel bars of the wall column according to the family classification of the steel bars.

[0007] Furthermore, drawing the construction drawing of the wall column includes marking at least one of the number of the wall column, the number of longitudinal bars, the diameter of the longitudinal bars, the diameter of the stirrups, and the longitudinal spacing of the stirrups obtained according to the reinforcement result.

[0008] Furthermore, the detailed line drawing includes marking the reinforcement results of the wall columns with the same reinforcement results only once, and marking the same number.

[0009] Furthermore, the table drawing includes offsetting the drawn steel bars.

[0010] Furthermore, the drawn steel bars include at least a first steel bar and a second steel bar, and the offset includes: setting the steel bar level of the first steel bar and the second steel bar accordingly according to whether the first steel bar includes the second steel bar, and setting the steel bar offset according to the steel bar level; and calculating the offset direction according to the direction of the steel bar arrangement of the first steel bar and the second steel bar.

[0011] Furthermore, obtaining the point coordinates of the wall column in the plane of the output view includes obtaining the centerline position coordinates of the wall column.

[0012] Furthermore, the method also includes optimizing the reinforcement results according to the reinforcement parameters input by the user.

[0013] An embodiment of the present invention also provides a construction drawing device for a wall column, comprising: an import module for importing structural calculation results of structural calculation software; a generation module for generating reinforcement results based on the structural calculation results; an acquisition module for acquiring the point coordinates of the wall column in the plane of the drawing view based on the structural calculation results; a mask annotation module for drawing a mask and focusing annotations on the wall column according to the acquired point coordinates; and a drawing module for drawing the construction drawing of the wall column in the plane of the drawing view to annotate the reinforcement results, wherein the drawing module includes a detail line drawing element or a table drawing element.

[0014] An embodiment of the present invention also provides a computer device, including a memory and a processor, wherein the memory stores a computer program that can be run on the processor, and when the processor executes the computer program, the following steps are implemented: importing the structural calculation results of the structural calculation software; generating reinforcement results based on the structural calculation results; obtaining the point coordinates of the wall column in the plane of the drawing view based on the structural calculation results; drawing a mask and focusing on the wall column based on the obtained point coordinates; and drawing a construction drawing of the wall column in the plane of the drawing view to mark the reinforcement results, wherein drawing the construction drawing of the wall column includes drawing detailed lines or drawing a table.

[0015] The method, device and computer equipment for producing construction drawings of wall columns provided by the present invention optimize the reinforcement results of the wall columns while meeting the specified standard parameter requirements by utilizing the calculation results of structural calculation software and the reinforcement parameters input by the user, and quickly, accurately and fully automatically generate construction drawings of the wall columns based on the reinforcement results, so as to automatically mark the reinforcement information of the wall columns and improve the accuracy and efficiency of drawing production. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The following detailed description of the specific embodiments of the present invention in conjunction with the accompanying drawings will make the technical combination results and other beneficial effects of the present invention apparent.

[0017] Figure 1 The present invention provides a flowchart of a method for producing a construction drawing of a wall column.

[0018] Figure 2 A schematic diagram of the longitudinal reinforcement distribution of an exemplary straight-line wall column provided in an embodiment of the present invention.

[0019] Figure 3A for Figure 2 Schematic diagram of the distribution of stirrups in the "tie-bar-by-tie" style of an exemplary straight-line wall column.

[0020] Figure 3B for Figure 2 Schematic diagram of the distribution of stirrups in the "every other tie bar" style of an exemplary straight-line wall column provided.

[0021] Figure 4 A schematic diagram of the distribution of longitudinal reinforcement and stirrups of an exemplary L-shaped wall column provided in another embodiment of the present invention.

[0022] Figure 5 A screenshot showing structural calculation results for an exemplary wall stud exported from structural calculation software.

[0023] Figure 6 A schematic diagram is shown after masking and highlighting some wall columns.

[0024] Figure 7 A schematic diagram showing the use of detail lines to mark the reinforcement information of some wall columns.

[0025] Figure 8 Shown Figure 7 The diagram shown is a partial enlargement of the schematic diagram that uses detail lines to mark the reinforcement information of some wall columns.

[0026] Figure 9 A schematic diagram showing the use of a wall column comparison table to mark the reinforcement information of a wall column.

[0027] Figure 10 Shown Figure 9 Schematic diagram of the wall column comparison table before the stirrup diagram of the wall column GBZ30 is offset.

[0028] Figure 11 A schematic structural diagram of a device for producing construction drawings of wall columns provided in an embodiment of the present invention.

[0029] Figure 12 A schematic diagram of the structure of a computer device provided in an embodiment of the present invention. DETAILED DESCRIPTION

[0030] The following will be combined with the accompanying drawings in the embodiments of the present invention to clearly and completely describe the technical combination results in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without making any creative efforts shall fall within the scope of protection of the present invention.

[0031] In order to make the purpose, technical combination results and advantages of the present invention more clearly understood, the technical combination results in the embodiments of the present invention are further described in detail through the following embodiments and in conjunction with the accompanying drawings. It should be understood that the specific embodiments described herein are only used to illustrate the present invention and are not intended to limit the invention.

[0032] Figure 1 A flowchart of the method for producing construction drawings of wall columns provided in an embodiment of the present invention. In this embodiment, Revit application software is used as the modeling software for drawing. Those skilled in the art can also use other well-known modeling software to implement the method for producing construction drawings of wall columns described in the present invention. Since the Revit application software does not have a structural calculation function, if structural calculations are required, such as obtaining information such as reinforcement, seismic resistance, and compression resistance of structural components, special structural calculation software must be used for calculations. Then it is necessary to import the model in the Revit application software into the structural calculation software for restoration. After the calculation is completed, the model in the structural calculation software is imported into the Revit application software. And use the calculation results of the structural calculation software to generate construction drawings in the Revit application software. Specifically, the specific steps of the method for producing construction drawings of wall columns provided in an embodiment of the present invention are as follows:

[0033] Step S101, import the structural calculation results of the structural calculation software. Specifically, the structural calculation software performs structural calculations on structural components and imports the structural calculation results into the Revit application software. Structural components in buildings mainly refer to load-bearing components on structural construction drawings, such as beams, columns, roof trusses, foundations and other components in houses, as well as the system composed of these components. The structural calculation software does not perform structural calculations on non-structural components, such as doors, windows, etc. Since the structural calculation results of corner walls at corners are inconsistent with those of single-sided walls, the structural calculation results automatically divide the derived corner walls into two categories: wall columns and wall bodies. At corners, the structural calculation results are derived as wall columns, and at non-corners, they are derived as wall bodies. This embodiment is a construction drawing method mainly for wall columns.

[0034] Step S102 generates reinforcement results based on the structural calculation results. The reinforcement results include a combination of longitudinal and stirrup reinforcement for the wall column, including at least the optimal diameter, number, and spacing of the longitudinal bars, as well as the optimal diameter of the stirrups. In the reinforcement calculation of this embodiment, angle bars and center bars are collectively referred to as longitudinal bars, while hoops and tie bars are collectively referred to as stirrups.

[0035] Some existing import software can also obtain reinforcement results based on structural calculation results, but their flexibility is insufficient. For example, when exporting reinforcement data from structural calculation results from structural calculation software, some import software can only export a single reinforcement result recommended by the structural calculation software, failing to achieve flexible reinforcement based on user needs. In this embodiment, by implementing the following sub-steps S1021-S1024, reinforcement results can be calculated based on the structural calculation results and the reinforcement parameters entered by the user, thereby achieving flexible reinforcement.

[0036] Step S1021: Based on the wall stud type, wall stud area information (i.e., mask information) is obtained from the structural calculation results. A wall stud is part of a shear wall, typically located at the end (i.e., edge) of the wall limb plane. It primarily serves to support in-plane bending moments acting on the wall. Wall studs can be categorized as straight, L-shaped, or T-shaped, depending on their cross-sectional shape. Based on the wall stud type, wall stud area information, such as the stud's location coordinates, shadow area length, and wall thickness, can be obtained from the structural calculation software to calculate the stud's longitudinal and stirrup reinforcement configuration.

[0037] Step S1022, calculate the optimal diameter d1, number N and spacing D of the longitudinal reinforcement. Figure 2 Schematic diagram of longitudinal reinforcement distribution of an exemplary straight wall column shown in FIG. Figure 2 As shown, longitudinal reinforcement (shown as black dots) is distributed around the perimeter of a first straight-line wall 1 with a cross-sectional length H and a width B. The longitudinal reinforcement is arranged at a predetermined spacing D. The minimum distance from the outer edge of the outer reinforcement to the concrete surface is the reinforcement cover thickness c.

[0038] Based on the shadow area length (i.e., the length H of the first wall 1 ), the steel bar cover thickness c, and the preferred spacing D' entered by the user, obtained from the structural calculation software, and in descending order of the preferred spacing D', the number of longitudinal bars N (including those arranged at corners, i.e., corner bars) is calculated according to the following formula 1:

[0039] Formula 1: N = 2*{[(H-2c) / D']+1};

[0040] The result of (H-2c) / D' in Formula 1 needs to be rounded up. Then, the preferred diameter d1' input by the user is traversed from small to large, and the longitudinal reinforcement area S1 corresponding to the preferred diameter d1' is calculated according to the following Formula 2:

[0041] Formula 2: Reinforcement area S1=π*(d1' / 2)^2*N;

[0042] Compare the calculated longitudinal reinforcement area S1 with the total reinforcement area S2 obtained from the structural calculation software. If the calculated longitudinal reinforcement area S1 is greater than the total reinforcement area S2 obtained from the structural calculation software, then the preferred diameter d1' is the optimal diameter d1. The optimal diameter d1 and the actual spacing D calculated based on the number of longitudinal bars N are the optimal reinforcement combination of the longitudinal bars, where the actual spacing D is calculated according to the following formula 3:

[0043] Formula 3: D = (H-2c) / (N / 2-1);

[0044] If the preferred diameter d1' is traversed and the corresponding longitudinal reinforcement area S1 is less than or equal to the total reinforcement area S2 obtained from the structural calculation software, then the corresponding number of longitudinal bars N is calculated according to Formula 1 based on the preferred spacing from large to small, and the diameters d1' in the steel bar library input by the user are traversed from small to large to calculate the longitudinal reinforcement area S1 corresponding to the diameter d1' according to Formula 2. The calculated longitudinal reinforcement area S1 is compared with the total reinforcement area S2 obtained from the structural calculation software. If the calculated longitudinal reinforcement area S1 is greater than the total reinforcement area S2 obtained from the structural calculation software, then the diameter d1' is the optimal diameter d1, and the optimal diameter d1 and the actual spacing D calculated according to Formula 3 are the optimal reinforcement combination for the longitudinal bars.

[0045] If the diameters d1' in the rebar library are traversed and the corresponding longitudinal reinforcement areas S1 are all less than or equal to the total reinforcement area S2 obtained from the structural calculation software, then the corresponding number of longitudinal bars N is calculated according to Formula 1 based on the preset maximum spacing Dmax (generally 300mm according to regulations) by successively decreasing the reinforcement spacing modulus entered by the user. The diameters d1' in the rebar library entered by the user are traversed from small to large to calculate the longitudinal reinforcement areas S1 corresponding to the diameters d1' according to Formula 2. The calculated longitudinal reinforcement areas S1 are compared with the total reinforcement areas S2 obtained from the structural calculation software. If the calculated longitudinal reinforcement areas S1 are greater than the total reinforcement areas S2 obtained from the structural calculation software, then the diameter d1' is the optimal diameter d1. The optimal diameter d1 and the actual spacing D calculated according to Formula 3 constitute the optimal reinforcement combination for the longitudinal bars.

[0046] The above steps are to calculate the optimal reinforcement combination of longitudinal reinforcement based on the calculation results of the structural calculation software and the reinforcement parameters entered by the user. If the appropriate longitudinal reinforcement diameter is obtained in the previous step, no further calculation is required in the next step.

[0047] Step S1023, based on the number N of longitudinal bars and the actual spacing D obtained in step S1022, and the stirrup style input by the user, select the stirrup points. The stirrup styles include "stirrup by stirrup" (full stirrups), "stirrup every other stirrup", etc., which can be selected by the user according to actual needs. Among them, "stirrup by stirrup" means that stirrups are set for each longitudinal bar on the wall column; "stirrup every other stirrup" means that stirrups are set for every other longitudinal bar. For example, when the number of longitudinal bars is 10, Figure 3A In the embodiment shown, the stirrups include a total length of 2h+5b when fully hooped. Figure 3B In the embodiment shown, the stirrups include a total stirrup length of 2h+3b in the case of "one tension reinforcement every other stirrup".

[0048] Step S1024, calculating the optimal diameter d2 of the stirrups according to the stirrup volume and the stirrup ratio per unit volume.

[0049] First, calculate the concrete volume V1 within the inner surface of the outermost hoop based on the shadow area length H, steel bar cover thickness c, and width B (i.e., wall thickness) obtained from the structural calculation software. Specifically, calculate according to the following formula 4:

[0050] Formula 4: V1 = hoop length h * hoop width b * unit volume v of the area enclosed by the hoop;

[0051] Among them, the hoop length h=H-2c, and the hoop width b=B-2c.

[0052] Secondly, the total stirrup length L is calculated based on the stirrup style selected by the user. The total stirrup length L is the sum of the lengths of the hoops and the tie bars. Figure 3A As shown in the figure, in the case of full stirrups, the total length L of the stirrups is 2b+2h+3b. Based on the preferred stirrup diameter d2' input by the user and the calculated total length L of the stirrups, and in the order of the preferred diameter d2' from small to large, the volume V2 of the stirrups is calculated according to the following formula 5:

[0053] Formula 5: V2=L*π*(d2' / 2)^2;

[0054] The stirrup ratio per unit volume ρ1 is calculated based on the calculated stirrup volume V2 and concrete volume V1 using the following formula 6:

[0055] Formula 6: ρ1=V2 / V1;

[0056] If the unit volume stirrup ratio ρ1 is greater than or equal to the unit volume stirrup ratio ρ2 obtained from the structural calculation software, the preferred diameter d2' is determined to be the appropriate stirrup diameter, that is, the preferred diameter d2' is the optimal stirrup diameter d2.

[0057] The above steps are to calculate the optimal stirrup reinforcement based on the calculation results of the structural calculation software and the reinforcement parameters entered by the user. If the appropriate stirrup diameter is obtained in the previous step, no further calculation is required in the next step.

[0058] Figure 4 A schematic diagram illustrating the distribution of longitudinal reinforcement and stirrups for an exemplary L-shaped wall stud according to another embodiment of the present invention is provided. The L-shaped wall stud comprises a second wall 2 having a width B1 and a length H1, and a third wall 3 having a width B2 and a length H2. The intersection of the second wall 2 and the third wall 3 defines an overlapping region S3. In this embodiment, the overlapping region S3 is rectangular. In other embodiments, the overlapping region may have different shapes, such as polygonal, depending on the cross-sectional shape of the wall stud. In this embodiment, longitudinal reinforcement, also referred to herein as corner reinforcement, is arranged at each of the four corners of the overlapping region S3.

[0059] The calculation of the reinforcement combination scheme of the L-shaped wall column is similar to that of the above-mentioned straight wall column. This is because the L-shaped wall column is composed of two straight wall columns overlapping an area.

[0060] Similarly, first obtain the wall column area information, that is, obtain the wall column area information such as the wall column positioning point coordinates (i.e., vector), shadow area length, wall thickness, etc. from the structural calculation software.

[0061] Secondly, calculate the optimal diameters d1 and d2, numbers N1 and N2, and spacings D1 and D2 of the longitudinal bars of the second wall 2 and the third wall 3 of the L-shaped wall column respectively. This calculation method is similar to the calculation of the reinforcement scheme of the above-mentioned I-shaped wall column and will not be repeated here. It should be noted that after calculating that the second wall 2 and the third wall 3 have the number of longitudinal bars N1 and N2 respectively, the number of longitudinal bars in the overlapping area S3 that is repeatedly calculated needs to be subtracted. For details, see Figure 4 In this embodiment, the number of longitudinal bars N1 and N2 is both 10, but the total number N of longitudinal bars of the L-shaped wall column is 16.

[0062] Next, based on the obtained number of longitudinal bars N1 and N2 and the spacing D1 and D2, as well as the stirrup style input by the user, the stirrup points are selected. The stirrup style similarly includes "stirrup one by one" (full stirrup), "stirrup every other one", etc., which can be selected by the user according to actual needs. Specifically, Figure 4 The stirrups shown are for "strand-by-strand" reinforcement. Therefore, the total stirrup length L is 2b1+2h1+2b2+2h2+2b1+2b2-b1-b2, where b1 = width of second wall 2 (B1) - 2 * reinforcement cover thickness (c1), b2 = width of third wall 3 (B2) - 2 * reinforcement cover thickness (c2), h1 = length of second wall 2 (H1) - 2 * reinforcement cover thickness (c1), and h2 = width of third wall 3 (H2) - 2 * reinforcement cover thickness (c2).

[0063] Finally, the stirrup diameter d2 is calculated based on the stirrup volume and stirrup ratio per unit volume.

[0064] Similar to the calculation process for the straight wall stud described above, the concrete volume within the inner surface of the outermost hoop is calculated as V1 = (b1*h1+b2*h2)*v - (b1*b2)*v. Based on the user-entered preferred stirrup diameter d' and the calculated total stirrup length L, and in ascending order of the preferred diameter d', the stirrup volume is calculated as V2 = L*π*(d' / 2)^2.

[0065] Similarly, the unit volume stirrup ratio ρ1 is calculated based on the calculated stirrup volume V2 and the concrete volume V1. If the calculated unit volume stirrup ratio ρ1 is greater than or equal to the unit volume stirrup ratio ρ2 obtained from the structural calculation software, the preferred diameter d' is determined to be the optimal diameter d2 of the stirrup.

[0066] It should be noted that the above-mentioned wall column embodiments of the present invention are all implemented when the wall thickness is less than 450 mm. When the wall thickness is greater than or equal to 450 mm, according to relevant national regulations, additional longitudinal reinforcement and stirrups need to be provided in the overlapping area S3 to meet safety requirements.

[0067] Continue to refer Figure 1In step S103 of the flowchart, the point coordinates of the wall stud in the plane of the output view are obtained based on the structural calculation results. Specifically, the centerline position coordinates of the wall stud are obtained by reading the calculation results of the structural settlement software, and the coordinates are projected onto the plane of the output view to serve as the point coordinates of the wall stud in the plane of the output view. Figure 5 The following screenshot shows the structural calculation results of the wall column GBZ3 exported from the structural calculation software. Figure 5 As shown, X and Y in the structural calculation results are the coordinate point positions, and the parameters LCB1, LS1 and LCB2, LS2 represent the center line position coordinates of the wall column GBZ3.

[0068] Step S104: mask and mark the wall pillars according to the acquired point coordinates. Figure 6 This diagram shows a masked and highlighted section of a wall stud drawn using Revit software. The masked and highlighted section fills the stud area with gray to indicate the masked portion, and also annotates the component number (e.g., GBZ19, GBZ17, GBZ2, etc.) and stud dimensions (e.g., 700, 300, 200, 500, etc.).

[0069] Step S105 , drawing the construction drawing of the wall column in the plane of the output view to mark the reinforcement result, wherein drawing the construction drawing of the wall column includes drawing detailed lines or drawing a table.

[0070] Specifically, drawing the construction drawing of the wall column includes drawing the reinforcement layout of the wall column according to the family classification of the reinforcement. The family classification includes at least three categories: tie bars, hoop bars, and longitudinal bars (including center bars and angle bars). Each family in the family classification has a specific reinforcement diagram to distinguish different types of reinforcement. In addition, drawing the construction drawing of the wall column includes annotating at least one of the wall column number, the number of longitudinal bars, the diameter of the longitudinal bars, the diameter of the stirrups, and the longitudinal spacing of the stirrups, obtained from the reinforcement arrangement results.

[0071] Figure 7 This is a schematic diagram of using detail lines to mark the reinforcement information of some wall columns based on Revit application software. Figure 7 As shown in the figure, a reinforcement diagram is drawn for the wall column area (i.e. the gray masked area), and the reinforcement diagram is generally marked with a red thin line. Among them, when two or more wall columns have the same reinforcement results, only the reinforcement result of one wall column is marked, and the other wall columns only need to be marked with the same reinforcement number. For example, Figure 7As shown, the first and second wall studs 701 and 702 have the same reinforcement results. Therefore, they are labeled with the same number "GBZ18," and only the reinforcement results are annotated and the reinforcement diagram is drawn for the first wall stud 701. This operation clearly identifies studs with the same reinforcement results, eliminating the need for manual annotation and verification. This saves time for drafters and improves the accuracy and efficiency of drawing production.

[0072] Figure 8 for Figure 7 The diagram shown is a partial enlarged view of a schematic diagram of marking the reinforcement information of some wall columns with detail lines based on Revit application software. The marking of the reinforcement information of the third wall column 801 is shown in detail. Figure 8 As shown, the reinforcement information annotation includes a reinforcement diagram 802 of the third wall column 801 drawn by family classification, as well as the number 803 and reinforcement data of the third wall column 801. In this embodiment, the reinforcement diagram 802 of the third wall column 801 includes reinforcement diagrams 802 of the hoop, tie bars, and longitudinal bars of the third wall column 801; the number of the third wall column 801 is marked as "GBZ11"; and the detailed reinforcement data of the third wall column 801 includes the following: Figure 8 From left to right, the number of corner bars is marked as "4", the diameter of the corner bars (mm) is marked as "14", the number of middle bars is marked as "4", and the diameter of the middle bars (mm) is marked as "14", and the diameter of the stirrups (including hoops and tie bars) (mm) is marked as "8" and the longitudinal spacing of the stirrups (mm) is marked as "200".

[0073] Figure 9 This is a schematic diagram of marking the reinforcement information of wall columns using the wall column comparison table 100 based on the Revit application software. Figure 9 As shown, the wall stud comparison table 100 includes a row header cell 101 and a wall stud table cell 102. The row header cell 101 includes at least labels such as "Section," "Number," "Elevation," "Longitudinal Rebar," and "Stirrup." The wall stud table cell 102 includes a drawing area 103 and a wall stud information area 104. The drawing area 103 includes wall stud drawing areas 1031-1033 and stirrup drawing areas 1034-1036. The wall stud drawing areas 1031-1033 include illustrations of the wall stud with masked portions (without reinforcement markings), while the stirrup drawing areas 1034-1036 include illustrations of the stirrups. The wall stud information area 104 includes at least the stud number, elevation, longitudinal reinforcement data, and stirrup reinforcement data. The cell sizes of the wall stud comparison table, such as row height and column width, as well as the size of the drawing area 103, are adjusted according to a preset diagram scale. Users can also customize the size as needed.

[0074] Furthermore, in this embodiment, in order to distinguish different stirrups, drawing the stirrups in the stirrup drawing area 1034 also includes drawing the stirrup diagram after offsetting the hoop or tie bar. Specifically, Figure 10 The diagram shows the wall stud GBZ30 before the stirrup offset. Figure 9 The diagram shows the wall column GBZ30 after the stirrup offset. Specifically, the offset step includes:

[0075] Step S901, according to whether the stirrups are set inside other stirrups, set the setting level corresponding to the steel bars. For example, if stirrup one does not contain any other stirrups, then stirrup one is level zero; if stirrup one (for example, hoop one) contains all other stirrups (for example, tie bar one), then stirrup one is level zero, and all other stirrups are level one; if stirrup two (for example, hoop two) and stirrup three (for example, hoop three) do not have a mutual inclusion relationship, then both stirrups are level one; if stirrup three also includes stirrup four (for example, tie bar two), then stirrup four is level two. According to the rules of setting the level, if Figure 10 The hoop 105 of the wall column GBZ30 shown is of grade zero, and the tie rod 106 is of grade one.

[0076] Step S902: Set an offset based on the level. Specifically, when the stirrups are level one, a single offset is applied; when the stirrups are level two, a double offset is applied; and when the stirrups are level zero, no offset is applied. A fixed offset distance of 150 mm can be set. Users can also set the offset distance as needed.

[0077] Step S903, calculate the offset direction according to the cross product direction of the stirrup arrangement direction and the unit vector. Specifically, the unit vector can be set to vector (0, 0, 1). The stirrup arrangement direction includes Figure 10 Specifically, when the stirrups are tension bars, the arrangement direction of the stirrups is determined according to the arrangement of the tension bars; when the stirrups are hoop bars, the arrangement direction of the stirrups is determined according to the arrangement direction of their long sides. According to this arrangement rule, Figure 10 The arrangement direction of the hoops 105 of the wall column GBZ30 shown is along the positive or negative direction of the Y axis, and the arrangement direction of the tie bars 106 is along the positive or negative direction of the X axis.

[0078] Figure 11A schematic structural diagram of a construction drawing output device 200 for a wall column provided in an embodiment of the present invention. The construction drawing output device 200 includes: an import module 210 for importing the structural calculation results of the structural calculation software; a generation module 220 for generating reinforcement results based on the structural calculation results; an acquisition module 230 for acquiring the point coordinates of the wall column in the plane of the output view according to the structural calculation results; a mask annotation module 240 for drawing a mask and highlighting the wall column according to the acquired point coordinates; and a drawing module 250 for drawing the construction drawing of the wall column in the plane of the output view to annotate the reinforcement results, wherein the drawing module includes a detail line drawing element or a table drawing element. The construction drawing output device 200 provided in this embodiment can execute the above-mentioned embodiment of the construction drawing output method, and its implementation principle and technical effect are similar, which will not be repeated here.

[0079] Figure 12 This is a schematic diagram of the structure of a computer device 300 provided in an embodiment of the present invention. The computer device includes a processor 310, a memory 320, a network interface 330, a display screen 340, and an input device 350 connected via a system bus. The processor 310 of the computer device 300 provides computing and control capabilities. The memory 320 of the computer device 300 includes a non-volatile storage medium and internal memory. The non-volatile storage medium stores an operating system and computer programs. The internal memory provides an environment for the operation of the operating system and computer programs stored in the non-volatile storage medium. The network interface 330 of the computer device 300 communicates with external computer devices via a network connection. When executed by the processor 310, the computer program implements a method for wall reinforcement. The display screen 340 of the computer device 300 can be a liquid crystal display or an electronic ink display. The input device 350 of the computer device 300 can be a touchscreen covering the display screen 340, or can be buttons, a trackball, or a touchpad provided on the housing of the computer device 300, or can be an external keyboard, touchpad, or mouse.

[0080] Those skilled in the art will understand that Figure 12 The structure shown in the figure is only a block diagram of a part of the structure related to the solution of the present application, and does not constitute a limitation on the computer device to which the solution of the present application is applied. The specific computer device may include more or fewer components than shown in the figure, or combine certain components, or have a different component arrangement.

[0081] In one embodiment, a computer device is provided, including a memory and a processor, wherein the memory stores a computer program executable on the processor, and when the processor executes the computer program, the following steps are performed:

[0082] Obtaining wall column area information from structural calculation software; importing structural calculation results of the structural calculation software; generating reinforcement results based on the structural calculation results; obtaining point coordinates of the wall column in the plane of the output view based on the structural calculation results; drawing a mask and marking key points on the wall column based on the obtained point coordinates; and drawing a construction drawing of the wall column in the plane of the output view to mark the reinforcement results, wherein drawing the construction drawing of the wall column includes drawing detailed lines or drawing a table.

[0083] The specific limitations and implementation methods of the above steps can be found in the embodiment of the method for producing the construction drawings of the wall columns, which will not be described in detail here.

[0084] In another embodiment, a computer-readable storage medium is provided, on which a computer program is stored, and when the computer program is executed by a processor, the following steps are implemented: obtaining wall column area information from structural calculation software; importing structural calculation results of the structural calculation software; generating reinforcement results based on the structural calculation results; obtaining point coordinates of the wall column in the plane of the drawing view based on the structural calculation results; drawing a mask and focusing on the wall column based on the obtained point coordinates; and drawing a construction drawing of the wall column in the plane of the drawing view to mark the reinforcement results, wherein drawing the construction drawing of the wall column includes drawing detailed lines or drawing a table.

[0085] The specific limitations and implementation methods of the above steps can be found in the embodiment of the method for producing the construction drawings of the wall columns, which will not be described in detail here.

[0086] Those skilled in the art will appreciate that all or part of the processes in the above-mentioned embodiments can be implemented by instructing the relevant hardware through a computer program. The computer program can be stored in a non-volatile computer-readable storage medium. When the computer program is executed, it can include the processes of the embodiments of the above-mentioned methods. Among them, any reference to memory, storage, database or other media used in the embodiments provided in this application can 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 various forms, such as static RAM (SRAM, dynamic RAM (DRAM), synchronous DRAM (SDRAM), double data rate SDRAM (DDRSDRAM), enhanced SDRAM (ESDRAM), synchronous link (Synchlink) DRAM (SLDRAM), memory bus (Rambus) direct RAM (RDRAM), direct memory bus dynamic RAM (DRDRAM), and memory bus dynamic RAM (RDRAM).

[0087] The above is a detailed introduction to the construction drawing method, device and computer equipment for wall columns provided in the embodiments of the present invention. Specific examples are used in this article to illustrate the principles and implementation methods of the present invention. The description of the above embodiments is only used to help understand the technical solutions and core ideas of the present invention. Ordinary technicians in this field should understand that they can still modify the technical solutions recorded in the aforementioned embodiments, or replace some of the technical features therein with equivalents; and these modifications or replacements do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of the present invention.

Claims

1. A method for producing a construction drawing of a wall column, characterized in that: include: Import the structural calculation results of the structural calculation software; generating reinforcement results according to the structural calculation results; Obtaining the point coordinates of the wall column in the plane of the output view according to the structural calculation results; Drawing a mask and marking key points on the wall column according to the obtained point coordinates; as well as A construction drawing of the wall column is drawn within the plane of the output view to mark the reinforcement result, wherein drawing the construction drawing of the wall column includes drawing detail lines or drawing a table; wherein the drawing of detail lines includes marking the reinforcement result only once for wall columns with the same reinforcement result and marking the same number; the drawing of the table includes offsetting the drawn reinforcement; the drawn reinforcement includes at least a first reinforcement and a second reinforcement, and the offset includes: According to whether the first steel bar includes the second steel bar, the steel bar levels of the first steel bar and the second steel bar are set accordingly, and the steel bar offset is set according to the steel bar levels; and The offset direction is calculated according to the steel bar arrangement direction of the first steel bar and the second steel bar.

2. The method for producing a construction drawing according to claim 1, wherein: Drawing the construction drawing of the wall column includes drawing the steel bars of the wall column according to the family classification of the steel bars.

3. The method for producing a construction drawing according to claim 1, wherein: Drawing the construction drawing of the wall column includes marking at least one of the number of the wall column, the number of longitudinal bars, the diameter of the longitudinal bars, the diameter of the stirrups, and the longitudinal spacing of the stirrups obtained according to the reinforcement result.

4. The method for producing a construction drawing according to claim 1, wherein: Acquiring the point coordinates of the wall column in the plane of the output view includes acquiring the centerline position coordinates of the wall column.

5. The method for producing a construction drawing according to claim 1, wherein: It also includes optimizing the reinforcement results according to the reinforcement parameters input by the user.

6. A construction drawing output device for a wall column, characterized in that: include: Import module, used to import structural calculation results of structural calculation software; A generation module, used for generating reinforcement results according to the structural calculation results; An acquisition module, configured to acquire the point coordinates of the wall column in the plane of the output view according to the structural calculation result; A mask marking module is used to draw a mask and mark key points on the wall column according to the acquired point coordinates; as well as A drawing module is configured to draw a construction drawing of the wall stud within the plane of the output view to mark the reinforcement results, wherein the drawing module includes a detail line drawing element or a table drawing element; wherein the detail line drawing includes marking the reinforcement results of wall studs having the same reinforcement results only once and with the same number; and the table drawing includes offsetting the drawn reinforcement; the drawn reinforcement includes at least a first reinforcement and a second reinforcement, and the offset includes: According to whether the first steel bar includes the second steel bar, the steel bar levels of the first steel bar and the second steel bar are set accordingly, and the steel bar offset is set according to the steel bar levels; and The offset direction is calculated according to the steel bar arrangement direction of the first steel bar and the second steel bar.

7. A computer device comprising a memory and a processor, wherein the memory stores a computer program executable on the processor, and when the processor executes the computer program, the processor performs the following steps: Import the structural calculation results of the structural calculation software; generating reinforcement results according to the structural calculation results; Obtaining the point coordinates of the wall column in the plane of the output view according to the structural calculation results; Drawing a mask and marking key points on the wall column according to the obtained point coordinates; as well as A construction drawing of the wall column is drawn within the plane of the output view to mark the reinforcement result, wherein drawing the construction drawing of the wall column includes drawing detail lines or drawing a table; wherein the drawing of detail lines includes marking the reinforcement result only once for wall columns with the same reinforcement result and marking the same number; the drawing of the table includes offsetting the drawn reinforcement; the drawn reinforcement includes at least a first reinforcement and a second reinforcement, and the offset includes: According to whether the first steel bar includes the second steel bar, the steel bar levels of the first steel bar and the second steel bar are set accordingly, and the steel bar offset is set according to the steel bar levels; and The offset direction is calculated according to the steel bar arrangement direction of the first steel bar and the second steel bar.

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