Reinforcement method and device for wall columns

Abstract

The present invention discloses a method and apparatus for wall column reinforcement. The method comprises obtaining wall column area information from structural calculation software; calculating the optimal diameter of the longitudinal reinforcement of the wall column based on the obtained wall column area information; wherein calculating the optimal diameter of the longitudinal reinforcement of the wall column comprises calculating the longitudinal reinforcement area based on the calculation results of the structural calculation software and reinforcement parameters input by a user; and comparing the calculated longitudinal reinforcement area with the longitudinal reinforcement area obtained from the structural calculation software. If the calculated longitudinal reinforcement area is greater than the longitudinal reinforcement area obtained from the structural calculation software, determining the diameter corresponding to the calculated longitudinal reinforcement area as the optimal diameter; and outputting the optimal diameter for drawing and annotation. The present invention optimizes the reinforcement combination results of the steel bars by utilizing the calculation results of the structural calculation software and the reinforcement parameters input by the user, thereby achieving flexible steel bar reinforcement.

Description

Technical Field

[0001] The present invention relates to the field of building information technology, and in particular to a reinforcement method and device for a wall column. Background Art

[0002] Building Information Modeling (BIM) is a new tool in architecture, engineering, and civil engineering. It describes computer-aided design (CAD) that primarily uses 3D graphics and is object-oriented, related to architecture. This algorithm belongs to the structural drawing subfield.

[0003] The 3D design software Autodesk Revit application software is a commonly used BIM modeling software. The current Revit application software can design simple architectural geometric images. However, Revit software does not have a structural calculation function. If structural calculations are required, such as obtaining information such as reinforcement, seismic resistance, and compressive strength of components, special structural calculation software must be used for calculations. Then it is necessary to import the model in the Revit software into the structural calculation software to restore it. After the structural calculation software completes the calculation, the model in the structural calculation software is imported into the Revit software. And use the calculation results of the structural calculation software to generate construction drawings in Revit. The existing Revit secondary development software can only output only one reinforcement combination result based on the calculation results of the structural calculation software, and cannot achieve flexible reinforcement. Summary of the Invention

[0004] The present invention provides a wall column reinforcement method and device, which optimizes the reinforcement combination results of steel bars by utilizing the calculation results of structural calculation software and the reinforcement parameters input by the user, so as to realize flexible reinforcement of steel bars.

[0005] An embodiment of the present invention provides a method for wall column reinforcement, comprising: obtaining wall column area information from structural calculation software; calculating the optimal diameter of the longitudinal reinforcement of the wall column based on the obtained wall column area information; wherein calculating the optimal diameter of the longitudinal reinforcement of the wall column comprises calculating the longitudinal reinforcement area based on the calculation results of the structural calculation software and the reinforcement parameters input by the user; and comparing the calculated longitudinal reinforcement area with the longitudinal reinforcement area obtained from the structural calculation software, if the calculated longitudinal reinforcement area is larger than the longitudinal reinforcement area obtained from the structural calculation software, determining that the diameter corresponding to the calculated longitudinal reinforcement area is the optimal diameter; and outputting the optimal diameter for drawing and annotation.

[0006] Furthermore, calculating the longitudinal reinforcement area includes calculating the number of longitudinal bars in descending order based on the length of the shadow area in the wall column area information obtained from the structural calculation software, the thickness of the steel bar cover, and the preferred spacing input by the user.

[0007] Furthermore, calculating the longitudinal reinforcement area includes traversing the preferred diameters input by the user from small to large, and calculating the corresponding longitudinal reinforcement area according to the number of longitudinal bars and the preferred diameters.

[0008] Furthermore, the method further includes calculating the actual spacing of the longitudinal reinforcements based on the optimal diameter.

[0009] Furthermore, the method further includes selecting stirrup points based on the calculated actual spacing of the longitudinal reinforcement and the stirrup style input by the user.

[0010] Furthermore, the method also includes calculating the optimal diameter of the stirrups based on the volume of the stirrups, the volume of concrete within the inner surface of the outermost hoop, and the stirrup ratio per unit volume obtained from structural calculation software.

[0011] Furthermore, the method also includes calculating the concrete volume based on the shadow area length, steel bar cover thickness and wall thickness in the wall column area information obtained from the structural calculation software.

[0012] Furthermore, the method also includes calculating the volume of the stirrups according to the preferred diameter of the stirrups input by the user and the total length of the stirrups calculated according to the stirrup pattern input by the user, and in ascending order of the preferred diameters.

[0013] Furthermore, the method also includes determining the preferred diameter as the optimal diameter of the stirrups if it is determined that the ratio of the calculated stirrup volume to the concrete volume is greater than or equal to the stirrup ratio per unit volume obtained according to the structural calculation software.

[0014] An embodiment of the present invention also provides a device for wall column reinforcement, comprising: an acquisition device for acquiring wall column area information from structural calculation software; a calculation device for calculating the optimal diameter of the longitudinal reinforcement of the wall column based on the acquired wall column area information; wherein calculating the optimal diameter of the longitudinal reinforcement of the wall column includes calculating the longitudinal reinforcement area based on the calculation results of the structural calculation software and the reinforcement parameters input by the user; and comparing the calculated longitudinal reinforcement area with the longitudinal reinforcement area obtained from the structural calculation software. If the calculated longitudinal reinforcement area is larger than the longitudinal reinforcement area obtained from the structural calculation software, then determining that the diameter corresponding to the calculated longitudinal reinforcement area is the optimal diameter; and an output device for outputting the optimal diameter for drawing and marking.

[0015] The present invention utilizes the calculation results of structural calculation software and the reinforcement parameters input by the user to optimize the reinforcement combination results of the wall column while meeting the specified standard parameter requirements, so as to minimize the use of steel bars and provide users with a variety of reinforcement combination results for users to choose from, thereby enabling flexible reinforcement of steel bars according to the type of wall column. 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 A flowchart of a wall column reinforcement method provided in an embodiment of the present invention.

[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 for Figure 2 A partial enlarged view of the combined distribution of longitudinal reinforcement and stirrups of an exemplary straight-shaped wall column is provided.

[0022] Figure 5 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.

[0023] Figure 6 A schematic structural diagram of a wall column reinforcement device provided in an embodiment of the present invention.

[0024] Figure 7 A schematic structural diagram of a computer device provided by an embodiment of the present invention. DETAILED DESCRIPTION

[0025] 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.

[0026] 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.

[0027] Figure 1This is a flow chart of a wall column reinforcement method provided in an embodiment of the present invention. In this embodiment, Revit software is used as the modeling software. Those skilled in the art may also use other well-known modeling software to implement the wall column reinforcement method described in this invention. Specifically, the specific steps of the wall column reinforcement method provided in this embodiment of the present invention are as follows:

[0028] Step S101 obtains wall stud area information (i.e., mask information) based on the stud type. A wall stud is part of a shear wall, typically located at the ends (i.e., edges) 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 stud type, structural calculation software can be used to obtain information about the stud area, including its location point coordinates (i.e., vector), shadow area length, and wall thickness. This information is then used to calculate the stud's longitudinal and stirrup reinforcement configuration.

[0029] Step S102, calculate the optimal diameter d1, total 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, in the first straight wall 1 with a cross-sectional length of H and a width of B (as shown Figure 2 Longitudinal reinforcement (shown as black dots) is distributed around the wall (as shown), and the longitudinal reinforcement is arranged at a certain distance D. The minimum distance from the outer edge of the outer reinforcement to the concrete surface is the reinforcement cover thickness c.

[0030] 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 total number of longitudinal bars N is calculated according to the following formula 1 (longitudinal bars must be arranged at corner locations, i.e., corner bars):

[0031] Formula 1: N = 2*{[(H-2c) / D']+1};

[0032] The result of (H-2c) / D' in Formula 1 needs to be rounded up. Then, the preferred diameter d1' of the longitudinal reinforcement input by the user is traversed from small to large, and the longitudinal reinforcement area S1 corresponding to the preferred diameter d1' of the longitudinal reinforcement is calculated according to the following Formula 2:

[0033] Formula 2: Longitudinal reinforcement area S1=π*(d1' / 2)^2*N;

[0034] 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 larger than the total reinforcement area S2 obtained from the structural calculation software, the preferred diameter d1' of the longitudinal reinforcement is the optimal diameter d1 of the longitudinal reinforcement. The optimal diameter d1 of the longitudinal reinforcement and the actual spacing D calculated according to the total number of longitudinal reinforcement N are 实 is the optimal reinforcement combination of longitudinal reinforcement, where the actual spacing D 实 Calculated according to the following formula 3:

[0035] Formula 3: D 实 = (H-2c) / (N / 2-1);

[0036] If the preferred diameter d1' of the longitudinal reinforcement is traversed and its corresponding longitudinal reinforcement area S1 is less than or equal to the total reinforcement area S2 obtained from the structural calculation software, then the total number of longitudinal bars N is calculated according to Formula 1 according to the order of the preferred spacing D' from large to small, and the preferred diameter d1' of the longitudinal reinforcement in the steel bar library input by the user is traversed from small to large to calculate the longitudinal reinforcement area S1 corresponding to the preferred diameter d1' of the longitudinal reinforcement 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, the preferred diameter d1' of the longitudinal reinforcement is the optimal diameter d1 of the longitudinal reinforcement, and the optimal diameter d1 of the longitudinal reinforcement and the actual spacing D calculated according to Formula 3 are the same. 实 is the optimal reinforcement combination of longitudinal reinforcement.

[0037] If the preferred diameters d1' of the longitudinal bars in the steel bar 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 total number of longitudinal bars N is calculated according to Formula 1 based on the preset maximum spacing Dmax (generally 300mm according to regulations) after successively decreasing the reinforcement spacing modulus entered by the user. The preferred diameters d1' of the longitudinal bars in the steel bar library entered by the user are traversed from small to large to calculate the longitudinal reinforcement area S1 corresponding to the preferred diameter d1' of the longitudinal bars 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 preferred diameter d1' of the longitudinal bars is the optimal diameter d1 of the longitudinal bars. The optimal diameter d1 of the longitudinal bars and the actual spacing D calculated according to Formula 3 are the same. 实 is the optimal reinforcement combination of longitudinal reinforcement.

[0038] 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.

[0039] Step S103: According to the total number N of longitudinal bars and the actual spacing D obtained in step S102, 实 , and the stirrup style input by the user, select the stirrup points. Stirrup styles include "stirrup by stud" (full stirrups), "stirrup every other stud", etc., which can be selected by the user according to actual needs. Among them, "stirrup by stud" means that stirrups are set for each longitudinal bar on the wall column; "stirrup every other stud" means that a stirrup is set for every other longitudinal bar. For example, when the number of longitudinal bars is 10, Figure 3A In the embodiment shown, the total length of the stirrups including the stirrups is 2h+5b when fully hooped. Figure 3B In the embodiment shown, the stirrups include a total length of 2h+3b in the case of "every other tie bar".

[0040] Step S104, calculating the optimal diameter d2 of the stirrups according to the stirrup volume and the stirrup ratio per unit volume.

[0041] 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:

[0042] Formula 4: V1 = hoop length h * hoop width b * unit volume v of the area enclosed by the hoop;

[0043] Among them, the hoop length h=H-2c, and the hoop width b=B-2c.

[0044] Secondly, calculate the total stirrup length L according to the stirrup style selected by the user. 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 stirrup length L, and according to the order of the preferred stirrup diameter d2' from small to large, the volume V2 of the stirrups is calculated according to the following formula 5:

[0045] Formula 5: V2=L*π*(d2' / 2)^2;

[0046] 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:

[0047] Formula 6: ρ1=V2 / V1;

[0048] 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 stirrup diameter d2' is determined to be the appropriate stirrup diameter, that is, the preferred stirrup diameter d2' is the optimal stirrup diameter d2.

[0049] 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.

[0050] The embodiment of the present invention further includes calculating the starting point A of the peripheral hoop 5. Figure 4 Taking the I-shaped wall column as an example, there is a longitudinal reinforcement 4 at each of the four corners, and the starting point A of the outer hoop 5 is any point among them, and then the hoop is circled for a circle. Figure 4 Taking only one corner as an example, after obtaining the position of the longitudinal bar 4 and the optimal diameter d1 of the longitudinal bar 4, as well as the optimal diameter d2 of the outer hoop 5 according to the aforementioned steps, the radius R of the longitudinal bar 4 and the radius r of the outer hoop 5 are calculated. The distance between the starting point A of the outer hoop 5 and the center A' of the longitudinal bar 4 is R+r. Once the position of the longitudinal bar 4 is determined, the position of the starting point A of the outer hoop 5 can be determined.

[0051] Figure 5 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. 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, depending on the cross-sectional shape of the wall stud, the overlapping region can have different shapes, such as polygonal. 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.

[0052] The calculation of the reinforcement combination scheme for an L-shaped wall stud is similar to that for a straight-shaped wall stud. This is because an L-shaped wall stud is composed of two straight-shaped wall studs overlapping in a certain area.

[0053] Similarly, first obtain the wall column area information, that is, obtain the wall column positioning point coordinates (i.e., vector), shadow area length, wall thickness and other wall column area information from the structural calculation software.

[0054] Secondly, calculate the optimal diameter d1, number N1 and N2, and spacing D1 and D2 of the longitudinal reinforcement 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 number of longitudinal reinforcements N1 and N2 of the second wall 2 and the third wall 3 respectively are obtained, the number of longitudinal reinforcements in the overlapping area S3 that is repeatedly calculated needs to be subtracted. For details, see Figure 5 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.

[0055] 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, select the stirrup points. Stirrup styles similarly include "stirrup one by one" (full stirrup), "stirrup every other one", etc., which can be selected by the user according to actual needs. Specifically, Figure 5 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 first wall 6 - 2 * thickness of second wall 2 reinforcement cover c1, b2 = width of second wall 7 - 2 * thickness of third wall 3 reinforcement cover c2, h1 = length of first wall 6 - 2 * thickness of second wall 2 reinforcement cover c1, and h2 = length of second wall 7 - 2 * thickness of third wall 3 reinforcement cover c2.

[0056] Finally, the optimal diameter d2 of the stirrups is calculated based on the stirrup volume and the stirrup ratio per unit volume.

[0057] 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 d2' and the calculated total stirrup length L, and in ascending order of preferred stirrup diameter d2', the stirrup volume is calculated as V2 = L*π*(d2' / 2)^2.

[0058] Similarly, the stirrup ratio per unit volume ρ1 is calculated based on the calculated stirrup volume V2 and the concrete volume V1. If the calculated stirrup ratio per unit volume ρ1 is greater than or equal to the stirrup ratio per unit volume ρ2 obtained from the structural calculation software, the preferred stirrup diameter d2' is determined to be the optimal stirrup diameter d2.

[0059] The embodiment of the present invention further includes arranging corner reinforcement. Corner reinforcement is a type of longitudinal reinforcement. The rule for arranging corner reinforcement is to offset it inward so that the distance between the corner reinforcement and the edge line of the wall is equal to the thickness c of the steel bar cover.

[0060] It should be noted that the above 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.

[0061] Figure 6Schematic diagram of the structure of a wall column reinforcement device 600 provided in an embodiment of the present invention. The wall column reinforcement device 600 includes: an acquisition device 610 for acquiring wall column area information from structural calculation software; a calculation device 620 for calculating the optimal diameter of the longitudinal reinforcement of the wall column and the optimal diameter of the stirrups based on the acquired wall column area information; wherein calculating the optimal diameter of the longitudinal reinforcement of the wall column includes calculating the longitudinal reinforcement area based on the calculation results of the structural calculation software and the reinforcement parameters input by the user; and comparing the calculated longitudinal reinforcement area with the longitudinal reinforcement area obtained from the structural calculation software. If the calculated longitudinal reinforcement area is larger than the longitudinal reinforcement area obtained from the structural calculation software, then Determine the diameter corresponding to the calculated longitudinal reinforcement area as the optimal diameter of the longitudinal reinforcement; wherein calculating the optimal diameter of the stirrups of the wall column includes calculating the unit volume stirrup ratio based on the volume of the stirrups and the volume of concrete within the inner surface of the outermost hoop; compare the unit volume stirrup ratio with the unit volume stirrup ratio obtained from the structural calculation software, if the unit volume stirrup ratio is greater than or equal to the unit volume stirrup ratio obtained from the structural calculation software, then determine the diameter corresponding to the volume of the stirrups as the optimal diameter of the stirrups; and output device 630, for outputting the optimal diameter of the longitudinal reinforcement for drawing and marking.

[0062] Figure 7 A schematic diagram of the structure of a computer device provided in an embodiment of the present invention. The computer device 700 includes a processor 710, a memory 720, a network interface 730, a display screen 740, and an input device 750, connected via a system bus 760. The processor 710 of the computer device 700 provides computing and control capabilities. The memory 720 of the computer device 700 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 operating system and computer programs stored in the non-volatile storage medium. The network interface 730 of the computer device 700 communicates with external computer devices via a network connection. When executed by the processor 710, the computer program implements a method for wall reinforcement. The display screen 740 of the computer device 700 can be a liquid crystal display or an electronic ink display. The input device 750 of the computer device 700 can be a touchscreen covering the display screen 740, or can be buttons, a trackball, or a touchpad provided on the housing of the computer device 700, or can be an external keyboard, touchpad, or mouse.

[0063] Those skilled in the art will understand that Figure 7 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.

[0064] In one embodiment, a computer device is provided, including a memory and a processor. The memory stores a computer program executable on the processor. When the processor executes the computer program, the following steps are performed:

[0065] Obtaining wall column area information from structural calculation software; calculating the optimal diameter of the longitudinal reinforcement of the wall column based on the obtained wall column area information; wherein calculating the optimal diameter of the longitudinal reinforcement of the wall column includes calculating the longitudinal reinforcement area based on the calculation results of the structural calculation software and the reinforcement parameters input by the user; and comparing the calculated longitudinal reinforcement area with the longitudinal reinforcement area obtained from the structural calculation software, if the calculated longitudinal reinforcement area is larger than the longitudinal reinforcement area obtained from the structural calculation software, determining the diameter corresponding to the calculated longitudinal reinforcement area as the optimal diameter; and outputting the optimal diameter for drawing and annotation.

[0066] The specific limitations and implementation methods of the above steps can be found in the embodiment of the above-mentioned wall column reinforcement method, which will not be repeated here.

[0067] In another embodiment, a computer-readable storage medium is provided, storing a computer program thereon. When executed by a processor, the computer program implements the following steps: obtaining wall stud area information from structural calculation software; calculating the optimal diameter of the wall stud longitudinal reinforcement based on the obtained wall stud area information; calculating the optimal diameter of the wall stud longitudinal reinforcement includes calculating the longitudinal reinforcement area based on the calculation results of the structural calculation software and reinforcement parameters input by a user; and comparing the calculated longitudinal reinforcement area with the longitudinal reinforcement area obtained from the structural calculation software. If the calculated longitudinal reinforcement area is greater than the longitudinal reinforcement area obtained from the structural calculation software, determining the diameter corresponding to the calculated longitudinal reinforcement area as the optimal diameter; and outputting the optimal diameter for drawing and annotation. The specific definitions and implementation methods of the above steps can be found in the above-mentioned embodiment of the wall stud reinforcement method and are not further described here.

[0068] 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).

[0069] The above is a detailed introduction to the wall reinforcement method and device, and computer equipment provided by the embodiments of the present invention. Specific examples are used herein 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 reinforcing a wall column, characterized in that: include: Obtain wall column area information from structural calculation software; Calculating the optimal diameter of the longitudinal reinforcement and the optimal diameter of the stirrups of the wall column according to the obtained wall column area information; Calculating the optimal diameter of the longitudinal reinforcement of the wall column includes calculating the longitudinal reinforcement area based on the calculation results of the structural calculation software and the reinforcement parameters input by the user; as well as comparing the calculated longitudinal reinforcement area with the longitudinal reinforcement area obtained from the structural calculation software; if the calculated longitudinal reinforcement area is greater than the longitudinal reinforcement area obtained from the structural calculation software, determining the diameter corresponding to the calculated longitudinal reinforcement area as the optimal diameter of the longitudinal reinforcement; and Outputting the optimal diameter of the longitudinal reinforcement for drawing and marking; Calculating the optimal diameter of the stirrups of the wall column includes calculating the stirrup ratio per unit volume based on the volume of the stirrups and the volume of concrete within the inner surface of the outermost hoop; The unit volume stirrup ratio is compared with the unit volume stirrup ratio obtained from the structural calculation software. If the unit volume stirrup ratio is greater than or equal to the unit volume stirrup ratio obtained from the structural calculation software, the diameter corresponding to the volume of the stirrup is determined to be the optimal diameter of the stirrup.

2. The wall column reinforcement method according to claim 1, characterized in that: The calculation of the longitudinal reinforcement area includes calculating the number of the longitudinal bars in descending order based on the length of the shadow area in the wall column area information obtained from the structural calculation software, the thickness of the steel bar protective layer, and the spacing input by the user.

3. The wall column reinforcement method according to claim 2, characterized in that: The calculation of the longitudinal reinforcement area includes traversing the diameters of the longitudinal reinforcement input by the user from small to large, and calculating the corresponding longitudinal reinforcement area according to the number of the longitudinal reinforcements and the diameters of the longitudinal reinforcements.

4. The wall column reinforcement method according to claim 1, characterized in that: The method further includes calculating an actual spacing of the longitudinal bars based on the optimal diameter.

5. The wall column reinforcement method according to claim 4, characterized in that: The method further includes selecting stirrup points according to the calculated actual spacing of the longitudinal reinforcement and the stirrup style input by the user.

6. The wall column reinforcement method according to claim 1, characterized in that: The method further includes calculating the concrete volume based on the shadow area length, steel bar cover thickness, and wall thickness in the wall column area information obtained from the structural calculation software.

7. The wall column reinforcement method according to claim 6, characterized in that: The method further includes calculating the volume of the stirrups according to the stirrup diameters input by the user and the total stirrup length calculated according to the stirrup pattern input by the user, and in ascending order of the stirrup diameters.

8. The wall column reinforcement method according to claim 7, characterized in that: The method also includes determining that the diameter corresponding to the volume of the stirrup is the optimal diameter of the stirrup if it is determined that the ratio of the calculated stirrup volume to the concrete volume is greater than or equal to the unit volume stirrup ratio obtained according to the structural calculation software.

9. A device for reinforcing a wall column, characterized in that: include: An acquisition device, used for acquiring wall column area information from structural calculation software; A calculation device calculates the optimal diameter of the longitudinal reinforcement and the optimal diameter of the stirrups of the wall column based on the obtained wall column area information; Calculating the optimal diameter of the longitudinal reinforcement of the wall column includes calculating the longitudinal reinforcement area based on the calculation results of the structural calculation software and the reinforcement parameters input by the user; as well as Comparing the calculated longitudinal reinforcement area with the longitudinal reinforcement area obtained from the structural calculation software, and if the calculated longitudinal reinforcement area is greater than the longitudinal reinforcement area obtained from the structural calculation software, determining the diameter corresponding to the calculated longitudinal reinforcement area as the optimal diameter of the longitudinal reinforcement; Calculating the optimal diameter of the stirrups of the wall column includes calculating a stirrup ratio per unit volume based on the volume of the stirrups and the volume of concrete within the inner surface of the outermost hoop; comparing the stirrup ratio per unit volume with the stirrup ratio obtained from the structural calculation software; and if the stirrup ratio per unit volume is greater than or equal to the stirrup ratio obtained from the structural calculation software, determining the diameter corresponding to the volume of the stirrups as the optimal diameter of the stirrups; as well as The output device is used to output the optimal diameter of the longitudinal reinforcement for drawing and marking.

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