CN114692250A - Method and device for reinforcing ribs of wall body and computer equipment - Google Patents
Method and device for reinforcing ribs of wall body and computer equipment Download PDFInfo
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- CN114692250A CN114692250A CN202011606214.5A CN202011606214A CN114692250A CN 114692250 A CN114692250 A CN 114692250A CN 202011606214 A CN202011606214 A CN 202011606214A CN 114692250 A CN114692250 A CN 114692250A
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- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
Abstract
The invention discloses a method and a device for reinforcing ribs of a wall body and computer equipment, wherein the method comprises the steps of obtaining a structure calculation result from structure calculation software; according to the structure calculation result, matching the positioning information of the wall body created by the structure calculation software with the positioning information of the wall body created by the building information model to determine a corresponding relationship; calculating the optimal reinforcement combination result of the matched wall body according to the structure calculation result; and drawing and marking the data of the calculated optimal reinforcement combination result so as to generate a construction drawing through the building information model. The invention optimizes the reinforcement combination result of the reinforcement by utilizing the calculation result of the structure calculation software and the reinforcement parameters input by the user, thereby realizing the flexible reinforcement of the reinforcement.
Description
Technical Field
The invention relates to the technical field of building informatization, in particular to a method and a device for wall body reinforcement and computer equipment.
Background
Building Information Models (BIM) are a new tool in architecture, engineering and civil engineering. It is used to describe the computer aided design mainly based on three-dimensional figure, object guide and building engineering. The algorithm belongs to the field of structure chart sub-field.
The three-dimensional design software Autodesk Revit application software is a common BIM modeling software, and the current Revit application software can be used for designing simple geometric images of buildings. However, the Revit software has no structural computing functionality. If structural calculation is needed, for example, information of reinforcement, earthquake resistance, pressure resistance and the like of the component is obtained, the calculation is needed through special structural calculation software. Then, the model in the Revit software needs to be imported into the structure calculation software for restoration, and after the structure calculation software completes calculation, the model in the structure calculation software is imported into the Revit software. And further generating a construction drawing in Revit by utilizing a calculation result of the structural calculation software. The existing Revit secondary development software can only output only one reinforcement combination result according to the calculation result of the structural calculation software, and flexible reinforcement can not be realized.
Disclosure of Invention
The invention provides a method for reinforcing a wall body based on a building information model, which optimizes a reinforcing steel bar reinforcing combination result by utilizing a structural calculation result of calculation software and reinforcing steel bar parameters input by a user and realizes flexible reinforcing steel bar reinforcing.
The embodiment of the invention provides a method for reinforcing ribs of a wall body, which comprises the following steps: obtaining a structure calculation result from the structure calculation software; according to the structure calculation result, matching the positioning information of the wall body created by the structure calculation software with the positioning information of the wall body created by the building information model to determine a corresponding relationship; calculating the optimal reinforcement combination result of the matched wall body according to the structure calculation result; calculating the optimal reinforcement combination result of the matched wall body, wherein the calculation of the optimal reinforcement combination result of the matched wall body comprises calculating a reinforcement area interval according to the structure calculation result and reinforcement parameters input by a user; calculating an optimal reinforcement combination result according to the reinforcement parameters input by the user and the reinforcement area interval; and drawing and labeling the data of the calculated optimal reinforcement combination result so as to generate a construction drawing through the building information model.
Further, the positioning information includes a start point coordinate and an end point coordinate of the wall body positioning line.
Further, the method for reinforcing the wall body further comprises the step of primarily matching the positioning information of the wall body created by the structure calculation software with the positioning information of the wall body created by the building information model, wherein the primary matching comprises the following steps: projecting the positioning line of the wall body created by the building information model to a two-dimensional plane to obtain a set of first projection line segments; projecting the positioning line of the wall body created by the structural calculation software onto a two-dimensional plane to obtain a second projection line segment set; and comparing the first projection line segment set and the second projection line segment set pairwise to judge whether the two wall bodies are parallel and whether the distance between the two wall bodies is within a preset threshold value.
Further, the method for reinforcing the wall body further comprises the step of performing secondary matching on the two wall bodies when the two wall bodies are parallel and the distance between the two wall bodies is within a preset threshold value, wherein the secondary matching comprises: and projecting the starting point coordinates and the end point coordinates of the positioning line of the wall body created by the structure calculation software onto the positioning line of the wall body created by the building information model, judging whether the length of the projection line on the positioning line of the wall body created by the building information model exceeds half, and if so, judging that the two wall bodies are matched.
Further, calculating the reinforcement area interval includes:
obtaining a horizontal reinforcing steel bar distribution area and the maximum distance between horizontal reinforcing steel bars of the wall body according to the structural calculation result, calculating a horizontal reinforcing steel bar distribution area on one side, and calculating a horizontal reinforcing steel bar distribution area interval according to the reinforcing steel bar amplification factor input by the user and the calculated horizontal reinforcing steel bar distribution area on one side; or
And calculating the reinforcement area of the vertical steel bars on one side according to the minimum reinforcement ratio and the wall thickness obtained by the structural calculation result, and calculating the interval of the reinforcement area of the vertical steel bars according to the reinforcement amplification factor input by the user and the calculated reinforcement area of the vertical steel bars on one side.
Further, the calculating the optimal reinforcement combination result includes:
step S1, calculating a corresponding horizontal steel bar diameter interval or vertical steel bar diameter interval according to a first interval in the preferred intervals input by the user and the calculated horizontal steel bar reinforcement area interval or vertical steel bar reinforcement area interval, and matching each diameter of the preferred diameters input by the user with the calculated horizontal steel bar diameter interval or vertical steel bar diameter interval one by one from small to large; and when one of the preferred diameters is judged to be matched with the calculated diameter interval of the horizontal steel bar or the calculated diameter interval of the vertical steel bar, determining that the first distance and the diameter are the optimal reinforcement combination result.
Step S2, if each diameter in the preferred diameters is judged not to be matched with the calculated diameter interval of the horizontal steel bars or the calculated diameter interval of the vertical steel bars, calculating the diameter interval of the corresponding horizontal steel bars or the diameter interval of the vertical steel bars according to a second interval smaller than the first interval in the preferred intervals input by the user and the calculated area interval of the horizontal steel bars or the calculated area interval of the vertical steel bars, and matching each diameter of the preferred diameters input by the user with the calculated diameter interval of the horizontal steel bars or the calculated diameter interval of the vertical steel bars one by one from small to large; and if one of the diameters in the optimal diameters is judged to be matched with the calculated diameter interval of the horizontal steel bar or the calculated diameter interval of the vertical steel bar, determining that the second interval and the diameter are the optimal reinforcement combination result.
Further, calculating the optimal reinforcement combination result further includes:
step S3, after traversing each of the preferred intervals, determining that each diameter of the preferred diameters does not match with the calculated horizontal rebar diameter interval or vertical rebar diameter interval, setting the preferred diameters as the diameters in the rebar warehouse input by the user, and executing step S1 and step S2 in a circulating manner according to the set preferred diameters until determining an optimal reinforcement combination result.
Further, calculating the optimal reinforcement combination result further includes:
further, in step S4, after traversing each of the preferred pitches, if it is determined that each diameter in the rebar library does not match the calculated horizontal rebar diameter interval or vertical rebar diameter interval, the preferred pitch is set to a pitch set having a preset maximum pitch, pitches in the pitch set are sequentially decreased according to the rebar pitch modulus input by the user, and the preferred diameter is set to the diameter in the rebar library input by the user, and the steps S1 and S2 are executed in a loop according to the set preferred pitch and preferred diameter until an optimal rebar allocation combination result is determined.
The embodiment of the invention also provides a device for reinforcing the wall body, which comprises: the acquisition module is used for acquiring a structure calculation result from the structure calculation software; the matching module is used for matching the positioning information of the wall body created by the structure calculation software with the positioning information of the wall body created by the building information model according to the structure calculation result so as to determine the corresponding relation; the calculation module is used for calculating the optimal reinforcement combination result of the matched wall body according to the structure calculation result; calculating the optimal reinforcement combination result of the matched wall body, wherein the calculation of the optimal reinforcement combination result of the matched wall body comprises calculating a reinforcement area interval according to the structure calculation result and reinforcement parameters input by a user; calculating an optimal reinforcement combination result according to the reinforcement parameters input by the user and the reinforcement area interval; and the drawing module is used for drawing and labeling the data of the calculated optimal reinforcement combination result so as to generate a construction drawing through the building information model.
The embodiment of the present invention further provides a computer device, which includes a memory and a processor, where the memory stores a computer program operable on the processor, and the processor executes the computer program to implement the steps in the method for performing wall reinforcement based on a building information model according to any one of the above embodiments.
The invention utilizes the structural calculation result of the calculation software and the reinforcement parameters input by the user to optimize the reinforcement combination result of the reinforcement under the condition of meeting the requirement of the specified standard parameters, so that the used reinforcement is minimum, various reinforcement combination results are provided for the user to select, and the flexible reinforcement arrangement can be realized.
Drawings
The technical solution and other advantages of the present invention will become apparent from the following detailed description of specific embodiments of the present invention, which is to be read in connection with the accompanying drawings.
Fig. 1 is a schematic flow chart of a method for reinforcing a wall body according to an embodiment of the present invention.
Fig. 2 is a schematic structural diagram of a device for reinforcing the wall body according to an embodiment of the present invention.
Fig. 3 is a schematic structural diagram of a computer device according to an embodiment of the present invention.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. It should be apparent that the described embodiments are only some embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The method for reinforcing the wall body can be applied to computer equipment. The computer device may be an electronic device with a drawing application installed, such as a smart phone, a tablet computer, a notebook computer, a desktop computer, or a personal digital assistant, and the specific form of the computer device is not limited in this embodiment. It should be noted that, in the building modeling method provided in the embodiment of the present invention, the execution main body may be a device for reinforcing wall body, and the device may be implemented as part or all of a computer device by software, hardware, or a combination of software and hardware. The execution subject of the method embodiment described below is explained taking a computer device as an example to realize the building informatization model weight reduction processing. Meanwhile, the computer device may implement the following method through a high-level computer language, which may include CSharp and JavaScript.
In order to make the objects, technical solutions and advantages of the present invention more apparent, the technical solutions in the embodiments of the present invention are further described in detail by the following embodiments in conjunction with the accompanying drawings. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Referring to fig. 1, fig. 1 is a schematic flow chart of a method for reinforcing a wall body according to an embodiment of the present invention. In the present embodiment, Revit software is used as modeling software for the building information model. Other well-known modeling software may also be used by those skilled in the art to implement the wall reinforcement method described in the present invention.
Step S101, a structure calculation result is acquired from the structure calculation software. Specifically, the Revit software reads the structure calculation result of the structure calculation software to obtain the positioning information of the wall body needing reinforcement. And the starting point coordinate and the end point coordinate of the positioning line of the wall body are respectively stored in the database of the structure calculation software. The structural calculation software will merge together into a set of data walls that are oriented in the same direction, have the same wall body (e.g., thickness), have the same reinforcement information, and are continuous. That is, a set of walls in the structural calculation software may be several separate walls connected together, or the middle, with beams that may break the walls, may be considered continuous. Therefore, the start point coordinates and the end point coordinates of the positioning line of the wall body are coordinates obtained after the structure calculation software merges the wall.
And step S102, according to the structure calculation result, matching the positioning information of the wall body created by the structure calculation software with the positioning information of the wall body created by the Revit software to determine the corresponding relation. In the process of mutually conducting the model between the Revit software and the structure calculation software, the calculation software does not store the corresponding information of the model, so that the corresponding relation of the model created by the Revit software and the structure calculation software needs to be obtained through matching.
In the present embodiment, first, positioning information of a wall model created by structure calculation software, for example, start point coordinates and end point coordinates of a positioning line of a wall, is acquired. And constructing a wall body model according to the base point, merging the wall body after the calculation of the structure calculation software, and combining a plurality of wall sections of the model created by the original Revit software into a calculated wall section. Therefore, the positioning information of the merged wall body needs to be acquired according to the structure calculation software. Node IDs (i.e., node identifiers) of the start point and the end point of the wall body positioning line can be obtained according to the component reinforcement information analyzed from the reinforcement information file of the structure calculation software. For example, the analyzed component reinforcement information is:
N-WC＝46(I＝1000149J＝1000770)B*H*Lwc(m)＝0.29*12.75*4.00
wherein, N-WC is the wall prefix, I is the node ID of the starting point of the wall body positioning line, J is the node ID of the terminal point of the wall body positioning line, B is the wall thickness, H is the wall height, and Lwc is the wall length.
Inquiring an intersection point table in a database of the structure calculation software according to the node IDs of the starting point and the end point of the wall body, and acquiring the starting point coordinate and the end point coordinate of the positioning line of the wall body: i (-32710.98, -12185.51), J (-45460.97, -12185.51), Z-axis coordinates are determined according to the floor information and elevation in the structure calculation software, thereby obtaining the positioning information of the wall model created by the structure calculation software.
Secondly, the obtained positioning information of the wall body of the structure calculation software is preliminarily matched with the positioning information of the wall body created by the Revit software, wherein the positioning information of the wall body of the Revit software is stored in a database of the Revit software. The preliminary matching comprises the steps of projecting the positioning line of the wall body of the Revit software to a two-dimensional (xoy) plane to obtain a set of first projection line segments; projecting the positioning line of the wall body created by the structure calculation software onto the xoy plane to obtain a second projection line segment set; and comparing the first projection line segment set and the second projection line segment set pairwise to judge whether the two wall bodies are parallel and whether the distance between the two wall bodies is within a preset threshold value. This is due to the errors in the position line data when the model is derived from the software Revit and the software for structural calculation. Therefore, a certain error range needs to be set to complete the preliminary matching. For example, when two projected line segments in the two sets are compared with each other to determine whether the two walls are matched, if the included angle between the projected line segments of the two walls is within 10 degrees and the distance between the two walls is within 300mm, it is determined that the two walls are matched. The user can also set the error range and distance range as desired. The result of the preliminary matching may be that one wall of the structure calculation software corresponds to one wall of the Revit model, or that a group of walls of the structure calculation software corresponds to one or more walls of the Revit model.
And thirdly, when the two wall bodies are parallel and the distance between the two wall bodies is within a preset threshold value, performing secondary matching on the two wall bodies, wherein the secondary matching comprises projecting the starting point coordinates and the end point coordinates of the positioning line of the wall body created by the structure calculation software onto the positioning line of the wall body created by the Revit model, judging whether the length of the projection line on the positioning line of the wall body created by the Revit model exceeds a half, and if the length of the projection line on the positioning line of the wall body created by the Revit model exceeds the half, judging that the two wall bodies are matched.
And S103, calculating the optimal reinforcement combination result of the wall body matched in the step S102 according to the structure calculation result. The calculation process of the wall body reinforcement is as follows:
and acquiring a design result file of the structure calculation software, wherein the design result file comprises a total information file and a reinforcement information file. And analyzing the two files according to the requirements to obtain the reinforcement information of each floor, wherein the reinforcement information files are generated into a plurality of files according to the floors, and attention is paid to the merging of the reinforcement layers to the floors.
Firstly, calculating the optimal reinforcement combination result of the horizontal reinforcements of the wall body.
According to data in the analyzed file, acquiring the area Ash (mm2) of the horizontal reinforcing steel bars and the maximum distance h (mm) of the horizontal reinforcing steel bars of the wall body, and according to a calculation formula: ash 1000/h/2, calculating the reinforcing bar area (mm2) of the horizontal reinforcing bar on one side.
According to the reinforcing steel bar amplification factor input by a user, determining a reasonable reinforcing steel bar area interval, wherein the interval is as follows: [ area of the horizontal reinforcing bar on one side is the minimum amplification factor, and area of the horizontal reinforcing bar on one side is the maximum amplification factor ].
And (3) carrying out reinforcement according to the parameters of the optimal spacing and the optimal diameter of the horizontal reinforcements of the wall body input by the user and the calculated reinforcement area interval, and selecting the optimal reinforcement combination result according to the following sequence by selecting the reinforcement:
according to the preferred spacing input by the user and the calculated area interval of the horizontal reinforcing steel bars on the single side, and according to the sequence of the preferred spacing from large to small, according to the formula: the method comprises the following steps of (1) obtaining a horizontal steel bar diameter interval corresponding to a horizontal steel bar reinforcement area interval on one side by looking up a general numerical table of the steel bar area, the steel bar diameter and the steel bar interval; traversing the preferred diameter input by the user from small to large, and matching the preferred diameter with the calculated diameter interval of the horizontal steel bar; and if the traversed preferred diameter is matched with the calculated corresponding horizontal rebar diameter interval, determining the preferred distance and the preferred diameter as an optimal reinforcement combination result.
If the traversed optimal diameter is not matched with the calculated corresponding horizontal steel bar diameter interval, calculating the corresponding horizontal steel bar diameter interval according to the sequence of the optimal interval from large to small; traversing the diameter in the steel bar library input by the user from small to large, and matching the diameter with the calculated diameter interval of the horizontal steel bar; and if the diameters in the traversed reinforcing steel bar library are matched with the calculated corresponding diameter intervals of the horizontal reinforcing steel bars, determining the optimal spacing and the diameters as optimal reinforcing steel bar combination results.
If the traversed diameter is not matched with the calculated corresponding horizontal steel bar diameter interval, calculating the corresponding horizontal steel bar diameter interval according to the preset maximum interval (generally 300mm according to the specification) through the interval obtained after gradually decreasing the steel bar interval modulus input by the user; traversing the diameter in the steel bar library input by the user from small to large, and matching the diameter with the calculated diameter interval of the horizontal steel bar; and if the diameters in the traversed reinforcing steel bar library are matched with the calculated corresponding horizontal reinforcing steel bar diameter intervals, determining the distance and the diameter as the optimal reinforcing steel bar combination result.
The optimal reinforcement combination is calculated according to the structure calculation result of the structure calculation software and reinforcement parameters input by a user, and if the optimal horizontal reinforcement diameter is obtained in the previous step, the next step does not need to be calculated.
And if the optimal reinforcement combination result cannot be obtained according to the steps, performing construction configuration according to national regulations.
And secondly, calculating a vertical steel bar reinforcement combination result of the wall body.
The reinforcing bars of the vertical reinforcing steel bars are configured according to the structure, namely the reinforcing bars are configured according to the minimum reinforcing bar rate rho min, the minimum reinforcing bar rate can be obtained from a total information file of a design result file of the structure calculation software, then the reinforcing bar area (mm2) of the single-side vertical reinforcing steel bar is calculated, and the reinforcing bar area is obtained according to the formula rho min 1000B (m)/2. Wherein B is the wall thickness.
Similarly, according to the reinforcement amplification factor input by the user, a reasonable reinforcement area interval is determined, and the interval is as follows: [ area of single-side vertical reinforcement bar with minimum amplification factor, area of single-side vertical reinforcement bar with maximum amplification factor ].
The bar selection process of the vertical reinforcing bars is similar to that of the horizontal reinforcing bars, namely bar distribution is carried out according to the parameters of the preferred interval and the preferred diameter of the vertical reinforcing bars of the wall body input by a user and the calculated bar distribution area interval, and the optimal bar distribution combination result is selected according to the following sequence during bar selection:
according to the preferred spacing input by the user and the calculated area interval of the reinforcement of the single-side vertical steel bar, according to the sequence of the preferred spacing from large to small, according to a formula: obtaining a vertical steel bar diameter interval corresponding to the single-side vertical steel bar reinforcement area interval by referring to a general numerical table of the steel bar area, the steel bar diameter and the steel bar interval or looking up the relationship between the reinforcement area, the reinforcement interval and the reinforcement diameter in the reinforcement area pi x (steel bar diameter/2) ^ 2/steel bar interval; traversing the preferred diameter input by the user from small to large, and matching the preferred diameter with the calculated diameter interval of the vertical steel bar; and if the traversed preferred diameter is matched with the calculated corresponding vertical steel bar diameter interval, determining that the preferred distance and the preferred diameter are the optimal reinforcement combination result.
If the traversed optimal diameter is not matched with the calculated corresponding vertical steel bar diameter interval, calculating the corresponding vertical steel bar diameter interval according to the sequence of the optimal interval from large to small, traversing the diameter in the steel bar library input by the user from small to large, and matching the diameter with the calculated vertical steel bar diameter interval; and if the diameters in the traversed reinforcement library are matched with the calculated corresponding vertical reinforcement diameter intervals, determining the optimal spacing and the diameters as optimal reinforcement combination results.
If the traversed diameter is matched with the calculated corresponding vertical steel bar diameter interval, calculating the corresponding vertical steel bar diameter interval according to the preset maximum interval (generally 300mm according to the specification) through the interval obtained after gradually decreasing the steel bar interval modulus input by the user; traversing the diameter in the steel bar library input by the user from small to large, and matching the diameter with the calculated diameter interval of the vertical steel bar; and if the diameter in the traversed reinforcement library is matched with the calculated corresponding diameter interval of the vertical reinforcement, determining the distance and the diameter as an optimal reinforcement combination result.
The optimal reinforcement combination is calculated according to the structure calculation result of the structure calculation software and reinforcement parameters input by a user, and if the optimal diameter of the vertical reinforcement is obtained in the previous step, the calculation is not needed in the next step.
And if the optimal reinforcement combination result cannot be obtained according to the steps, performing construction configuration according to national regulations.
And step S104, drawing and labeling the data of the calculated optimal reinforcement combination result so as to generate a construction drawing through the building information model.
Specifically, during labeling, the same wall number, that is, a group of walls in the computing software are labeled only once. In addition, collision of labels is avoided as much as possible. Including the overlap between labels and walls, and between labels. The avoiding mode can be that the marking is carried out in the reverse direction or the marking is carried out by selecting the wall with long length.
The method for reinforcing the wall body provided by the embodiment of the invention can optimize the reinforcing steel bar combination result of the reinforcing steel bar under the condition of meeting the specified standard parameter requirement, so that the used reinforcing steel bar is minimum, various reinforcing steel bar combination results are provided for a user to select, and flexible reinforcing steel bar arrangement can be realized.
Fig. 2 is a schematic structural diagram of a device 100 for reinforcing wall body bars according to an embodiment of the present invention. As shown in fig. 2, the apparatus 100 includes an obtaining module 10 for obtaining a structure calculation result from structure calculation software; a matching module 20, configured to match, according to the structure calculation result, the positioning information of the wall created by the structure calculation software with the positioning information of the wall created by the building information model, so as to determine a corresponding relationship; the calculation module 30 is used for calculating the optimal reinforcement combination result of the wall body according to the structure calculation result; and a drawing module 40, configured to draw and label data of the selected optimal reinforcement combination result, so as to generate a construction drawing through the building information model. The apparatus 100 provided in this embodiment may implement the above-mentioned embodiment of the wall body reinforcement method, and the implementation principle and technical effects are similar, which are not described herein again.
Fig. 3 is a schematic structural diagram of a computer device 300 according to an embodiment of the present invention. The computer apparatus includes a processor 310, a memory 320, a network interface 330, a display screen 340, and an input device 350 connected through a system bus 300. Wherein the processor 310 of the computer device 200 is used to provide computing and control capabilities. The memory 320 of the computer device 200 includes a nonvolatile storage medium, 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 330 of the computer device 200 is used to communicate with an external computer device through a network connection. The computer program when executed by the processor 310 implements a method of wall stud. The display screen 340 of the computer apparatus 200 may be a liquid crystal display screen or an electronic ink display screen, and the input device 350 of the computer apparatus 200 may be a touch layer covered on the display screen 340, a key, a trackball or a touch pad arranged on a housing of the computer apparatus 200, or an external keyboard, a touch pad or a mouse, etc.
Those skilled in the art will appreciate that the architecture shown in fig. 3 is merely a block diagram of some of the structures associated with the disclosed aspects and is not intended to limit the computing devices to which the disclosed aspects apply, as particular computing devices may include more or less components than those shown, or may combine certain components, or have a different arrangement of components.
In one embodiment, a computer device is provided, comprising a memory, a processor, a computer program stored on the memory and executable on the processor, the processor implementing the following steps when executing the computer program:
the structure calculation software obtains a structure calculation result; according to the structure calculation result, matching the positioning information of the wall body created by the structure calculation software with the positioning information of the wall body created by the building information model to determine a corresponding relationship; calculating the optimal reinforcement combination result of the matched wall body according to the structure calculation result; calculating a reinforcement combination result of the wall body, wherein the calculation of the reinforcement combination result of the wall body comprises calculating a reinforcement area interval according to the structure calculation result and reinforcement parameters input by a user; selecting an optimal reinforcement combination result according to the reinforcement parameters input by the user and the reinforcement area interval; and drawing and labeling the data of the selected optimal reinforcement combination result so as to generate a construction drawing through the building information model.
For specific limitation and implementation of the above steps, reference may be made to the above embodiments of the wall body reinforcement method, and details are not described here.
In another embodiment, a computer-readable storage medium is provided, on which a computer program is stored, which computer program, when executed by a processor, performs the steps of:
obtaining a structure calculation result from the structure calculation software; according to the structure calculation result, matching the positioning information of the wall body created by the structure calculation software with the positioning information of the wall body created by the building information model to determine a corresponding relationship; calculating the optimal reinforcement combination result of the matched wall body according to the structure calculation result; calculating the optimal reinforcement combination result of the matched wall body, wherein the calculation of the optimal reinforcement combination result of the matched wall body comprises calculating a reinforcement area interval according to the structure calculation result and reinforcement parameters input by a user; calculating an optimal reinforcement combination result according to the reinforcement parameters input by the user and the reinforcement area interval; and drawing and labeling the data of the calculated optimal reinforcement combination result so as to generate a construction drawing through the building information model.
For specific limitation and implementation of the above steps, reference may be made to the above embodiments of the wall body reinforcement method, and details are not described here.
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, database, or other medium used in the embodiments provided herein may include non-volatile and/or volatile memory, among others. 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).
The method, the device and the computer equipment for reinforcing the wall body provided by the embodiment of the invention are described in detail, a specific example is applied in the description to explain the principle and the implementation mode of the invention, and the description of the embodiment is only used for helping to understand the technical scheme and the core idea of the invention; those of ordinary skill in the art will understand that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications or substitutions do not depart from the spirit and scope of the present invention in its embodiments.
Claims (10)
1. A method of reinforcing a wall body, comprising:
obtaining a structure calculation result from the structure calculation software;
according to the structure calculation result, matching the positioning information of the wall body created by the structure calculation software with the positioning information of the wall body created by the building information model to determine a corresponding relationship;
calculating the optimal reinforcement combination result of the matched wall body according to the structure calculation result;
calculating the optimal reinforcement combination result of the matched wall body, wherein the calculation of the optimal reinforcement combination result of the matched wall body comprises calculating a reinforcement area interval according to the structure calculation result and reinforcement parameters input by a user; and
calculating an optimal reinforcement combination result according to the reinforcement parameters input by the user and the reinforcement area interval; and
and drawing and marking the data of the calculated optimal reinforcement combination result so as to generate a construction drawing through the building information model.
2. The method of wall rebar distribution according to claim 1, wherein the positioning information comprises start and end coordinates of a wall positioning line.
3. The method of wall section reinforcement according to claim 2, further comprising preliminarily matching the positioning information of the wall section created by the structural calculation software with the positioning information of the wall section created by the construction information model, the preliminary matching comprising: projecting the positioning line of the wall body created by the building information model to a two-dimensional plane to obtain a set of first projection line segments; projecting the positioning line of the wall body created by the structural calculation software onto a two-dimensional plane to obtain a second projection line segment set; and comparing the first projection line segment set and the second projection line segment set pairwise to judge whether the two wall bodies are parallel and whether the distance between the two wall bodies is within a preset threshold value.
4. The method of wall section reinforcement according to claim 3, further comprising performing a secondary matching on two wall sections when the two wall sections are parallel and the distance between the two wall sections is within a preset threshold, wherein the secondary matching comprises: and projecting the starting point coordinates and the end point coordinates of the positioning line of the wall body created by the structure calculation software onto the positioning line of the wall body created by the building information model, judging whether the length of the projection line on the positioning line of the wall body created by the building information model exceeds half, and if so, judging that the two wall bodies are matched.
5. The method of wall section reinforcement of claim 1, wherein calculating the reinforcement area interval comprises:
obtaining a horizontal reinforcing steel bar distribution area and the maximum distance between horizontal reinforcing steel bars of the wall body according to the structural calculation result, calculating a horizontal reinforcing steel bar distribution area on one side, and calculating a horizontal reinforcing steel bar distribution area interval according to the reinforcing steel bar amplification factor input by the user and the calculated horizontal reinforcing steel bar distribution area on one side; or
And calculating the reinforcement area of the vertical steel bars on one side according to the minimum reinforcement ratio and the wall thickness obtained by the structure calculation result, and calculating the reinforcement area interval of the vertical steel bars according to the reinforcement amplification factor input by the user and the calculated reinforcement area of the vertical steel bars on one side.
6. The method of wall body reinforcement according to claim 5, wherein calculating the optimal reinforcement combination result comprises:
step S1, calculating a corresponding horizontal steel bar diameter interval or vertical steel bar diameter interval according to a first interval in the preferred intervals input by the user and the calculated horizontal steel bar reinforcement area interval or vertical steel bar reinforcement area interval, and matching each diameter of the preferred diameters input by the user with the calculated horizontal steel bar diameter interval or vertical steel bar diameter interval one by one from small to large; and when one of the preferred diameters is judged to be matched with the calculated diameter interval of the horizontal steel bar or the calculated diameter interval of the vertical steel bar, determining that the first distance and the diameter are the optimal reinforcement combination result.
Step S2, if each diameter in the preferred diameters is judged not to be matched with the calculated diameter interval of the horizontal steel bars or the calculated diameter interval of the vertical steel bars, calculating the diameter interval of the corresponding horizontal steel bars or the diameter interval of the vertical steel bars according to a second interval smaller than the first interval in the preferred intervals input by the user and the calculated area interval of the horizontal steel bars or the calculated area interval of the vertical steel bars, and matching each diameter of the preferred diameters input by the user with the calculated diameter interval of the horizontal steel bars or the calculated diameter interval of the vertical steel bars one by one from small to large; and if one of the diameters in the optimal diameters is judged to be matched with the calculated diameter interval of the horizontal steel bar or the calculated diameter interval of the vertical steel bar, determining that the second interval and the diameter are the optimal reinforcement combination result.
7. The method of wall body reinforcement according to claim 6, wherein calculating the optimal reinforcement combination further comprises:
step S3, after traversing each of the preferred intervals, determining that each diameter of the preferred diameters does not match with the calculated horizontal rebar diameter interval or vertical rebar diameter interval, setting the preferred diameters as the diameters in the rebar warehouse input by the user, and executing step S1 and step S2 in a circulating manner according to the set preferred diameters until determining an optimal reinforcement combination result.
8. The method of wall body reinforcement according to claim 6, wherein calculating the optimal reinforcement combination further comprises:
step S4, after traversing each of the preferred intervals, if it is determined that each diameter in the bar library does not match the calculated horizontal bar diameter interval or vertical bar diameter interval, setting the preferred interval as an interval set with a preset maximum interval, and sequentially decreasing the intervals in the interval set according to the bar interval modulus input by the user, and setting the preferred diameter as the diameter in the bar library input by the user, and executing the steps S1 and S2 in a loop according to the set preferred interval and preferred diameter until determining an optimal bar distribution combination result.
9. A device for reinforcing a wall body, comprising:
the acquisition module is used for acquiring a structure calculation result from the structure calculation software;
the matching module is used for matching the positioning information of the wall body created by the structure calculation software with the positioning information of the wall body created by the building information model according to the structure calculation result so as to determine the corresponding relation;
the calculation module is used for calculating the optimal reinforcement combination result of the matched wall body according to the structure calculation result;
calculating the optimal reinforcement combination result of the matched wall body, wherein the calculation of the optimal reinforcement combination result of the matched wall body comprises calculating a reinforcement area interval according to the structure calculation result and reinforcement parameters input by a user; and
calculating an optimal reinforcement combination result according to the reinforcement parameters input by the user and the reinforcement area interval; and
and the drawing module is used for drawing and labeling the data of the calculated optimal reinforcement combination result so as to generate a construction drawing through the building information model.
10. A computer device comprising a memory, a processor, and a computer program stored on the memory and executable on the processor, wherein the processor implements the steps of the method of any one of claims 1 to 8 when executing the computer program.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115168960A (en) * | 2022-07-19 | 2022-10-11 | 中国建筑西南设计研究院有限公司 | Automatic checking method based on plate reinforcement and expression mapping table |
| CN115186351A (en) * | 2022-07-20 | 2022-10-14 | 中国建筑西南设计研究院有限公司 | Ramp side wall reinforcement planning method and device, computer equipment and storage medium |
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| CN116484487A (en) * | 2023-06-25 | 2023-07-25 | 三一筑工科技股份有限公司 | Wallboard reinforcement method, device, equipment and storage medium |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115168960A (en) * | 2022-07-19 | 2022-10-11 | 中国建筑西南设计研究院有限公司 | Automatic checking method based on plate reinforcement and expression mapping table |
| CN115270252A (en) * | 2022-07-19 | 2022-11-01 | 中国建筑西南设计研究院有限公司 | Reinforcement method and system for judging incidence relation between plate reinforcement map and calculation result support |
| CN115168960B (en) * | 2022-07-19 | 2023-04-18 | 中国建筑西南设计研究院有限公司 | Automatic checking method based on plate reinforcement and expression mapping table |
| CN115186351A (en) * | 2022-07-20 | 2022-10-14 | 中国建筑西南设计研究院有限公司 | Ramp side wall reinforcement planning method and device, computer equipment and storage medium |
| CN115292782A (en) * | 2022-07-22 | 2022-11-04 | 中国建筑西南设计研究院有限公司 | Method, system and medium for designing reinforcing bars of double-layer bidirectional floor slab with specified plate thickness |
| CN115292782B (en) * | 2022-07-22 | 2023-08-25 | 中国建筑西南设计研究院有限公司 | Double-layer two-way floor slab reinforcement design method, system and medium adopting plate thickness specification |
| CN116484487A (en) * | 2023-06-25 | 2023-07-25 | 三一筑工科技股份有限公司 | Wallboard reinforcement method, device, equipment and storage medium |
| CN116484487B (en) * | 2023-06-25 | 2023-09-05 | 三一筑工科技股份有限公司 | Wallboard reinforcement method, device, equipment and storage medium |
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